Rail road car truck and fittings therefor

ABSTRACT

A rail road freight car truck has a truck bolster and a pair of side frames, the truck bolster being mounted transversely relative to the side frames. The mounting interface between the ends of the axles and the sideframe pedestals allows lateral rocking motion of the sideframes in the manner of a swing motion truck. The lateral swinging motion is combined with a longitudinal self steering capability. The self steering capability may be obtained by use of a longitudinally oriented rocker that may tend to permit resistance to deflection that is proportional to the weight carried across the interface. The truck may have auxiliary centering elements mounted in the pedestal seats, and those auxiliary centering elements may be made of resilient elastomeric material. The truck may also have friction dampers that have a disinclination to stick-slip behaviour. The friction dampers may be provided with brake linings, or similar features, on the face engaging the sideframe columns, on the slope face, or both. The friction dampers may operate to yield upward and downward friction forces that are not overly unequal. The friction dampers may be mounted in a four-cornered arrangement at each end of the truck bolster. The spring groups may include sub-groups of springs of different heights

This application is a divisional application of U.S. patent applicationSer. No. 10/888,788 filed Jul. 8, 2004, now U.S. Pat. No. 7,143,700,which is hereby incorporated by reference.

FIELD OF THE INVENTION

This invention relates to the field of rail road cars, and, moreparticularly, to the field of three piece rail road car trucks for railroad cars.

BACKGROUND OF THE INVENTION

Rail road cars in North America commonly employ double axle swivellingtrucks known as “three piece trucks” to permit them to roll along a setof rails. The three piece terminology refers to a truck bolster and pairof first and second sideframes. In a three piece truck, the truckbolster extends cross-wise relative to the sideframes, with the ends ofthe truck bolster protruding through the sideframe windows. Forces aretransmitted between the truck bolster and the sideframes by springgroups mounted in spring seats in the sideframes. The sideframes carryforces to the sideframe pedestals. The pedestals seat on bearingadapters, whence forces are carried in turn into the bearings, the axle,the wheels, and finally into the tracks. The 1980 Car & LocomotiveCyclopedia states at page 669 that the three piece truck offers“interchangeability, structural reliability and low first cost but doesso at the price of mediocre ride quality and high cost in terms of carand track maintenance.”

Ride quality can be judged on a number of different criteria. There islongitudinal ride quality, where, often, the limiting condition is themaximum expected longitudinal acceleration experienced during humping orflat switching, or slack run-in and run-out. There is vertical ridequality, for which vertical force transmission through the suspension isthe key determinant. There is lateral ride quality, which relates to thelateral response of the suspension. There are also other phenomena to beconsidered, such as truck hunting, the ability of the truck to selfsteer, and, whatever the input perturbation may be, the ability of thetruck to damp out undesirable motion. These phenomena tend to beinter-related, and the optimization of a suspension to deal with onephenomenon may yield a system that may not necessarily provide optimalperformance in dealing with other phenomena.

In terms of optimizing truck performance, it may be advantageous to beable to obtain a relatively soft dynamic response to lateral andvertical perturbations, to obtain a measure of self steering, and yet tomaintain resistance to lozenging (or parallelogramming). Lozenging, orparallelogramming, is non-square deformation of the truck bolsterrelative to the side frames of the truck as seen from above. Selfsteering may tend to be desirable since it may reduce drag and may tendto reduce wear to both the wheels and the track, and may give a smootheroverall ride.

Among the types of truck discussed in this application are swing motiontrucks. An earlier patent for a swing motion truck is U.S. Pat. No.3,670,660 of Weber et al., issued Jun. 20, 1972. This truck has unsprunglateral cross bracing, in the nature of a transom that links thesideframes together. By contrast, the description that follows describesseveral embodiments of truck that do not employ lateral unsprungcross-members, but that may use of damper elements mounted in afour-cornered arrangement at each end of the truck bolster. An earlierpatent for dampers is U.S. Pat. No. 3,714,905 of Barber, issued Feb. 6,1973.

SUMMARY OF THE INVENTION

In an aspect of the invention, there is a wheelset-to-sideframeinterface assembly for a railroad car truck. The interface assembly hasa bearing adapter and a mating pedestal seat. The bearing adapter hasfirst and second ends that form an interlocking insertion between a pairof pedestal jaws of a railroad car sideframe. The bearing adapter has afirst rocking member. The pedestal seat has a second rocking member. Thefirst and second rocking members are matingly engageable to permitlateral and longitudinal rocking between them. There is a resilientmember mounted between the bearing adapter and pedestal seat. Theresilient member has a portion formed that engages the first end of thebearing adapter. The resilient member has an accommodation formed topermit the mating engagement of the first and second rocking members.

In a feature of that aspect of the invention, the resilient member hasthe first and second ends formed for interposition between the bearingadapter and the pedestal jaws of the sideframe. In another feature, theresilient member has the form of a Pennsy Pad with a relief formed todefine the accommodation. In a further feature, the resilient member isan elastomeric member. In yet another feature, the elastomeric member ismade of rubber material. In still another feature, the elastomericmember is made of a polyurethane material. In yet a further feature, theaccommodation is formed through the elastomeric material and the firstrocking member protrudes at least part way through the accommodation tomeet the second rocking member. In an additional feature, the bearingadapter is a bearing adapter assembly which includes a bearing adapterbody surmounted by the first rocker member. In another additionalfeature, the first rocker member is formed of a different material fromthe bearing body. In a further additional feature, the first rockermember is an insert.

In yet another additional feature, the first rocker member has afootprint with a profile conforming to the accommodation. In stillanother additional feature, the profile and the accommodation aremutually indexed to discourage mis-orientation of the first rockermember relative to the bearing adapter. In yet a further additionalfeature, the body and the first rocker member are keyed to discouragemis-orientation between them. In a further feature, the accommodation isformed through the resilient member and the second rocking memberprotrudes at least part way through said accommodation to meet the firstrocking member. In another further feature, the pedestal seat includesan insert with the second rocking member formed in it. In yet anotherfurther feature, the second rocker member has a footprint with a profileconforming to the accommodation.

In still a further feature, the portion of the resilient member that isformed to engage the first end of the bearing adapter, when installed,includes elements that are interposed between the first end of thebearing adapter and the pedestal jaw to inhibit lateral and longitudinalmovement of the bearing adapter relative to the jaw.

In another aspect of the invention the ends of the bearing adapterincludes an end wall bracketed by a pair of corner abutments. The endwall and corner abutments define a channel to permit the slidinginsertion of the bearing adapter between the pedestal jaw of thesideframe. The portion of the resilient member that is formed to engagethe first end of the bearing adapter is the first end portion. Theresilient member has a second end portion that is formed to engage thesecond end of the bearing adapter. The resilient member has a middleportion that extends between the first and second end portions. Theaccommodation is formed in the middle portion of the resilient member.In another feature, the resilient member has the form of a Pennsy Padwith a central opening formed to define the accommodation.

In another aspect of the invention, a wheelset-to-sideframe interfaceassembly for a rail road car truck has an interface assembly that has abearing adapter, a pedestal seat and a resilient member. The bearingadapter has a first end and a second end that each have a end wallbracketed by a pair of corner abutments. The end wall and cornerabutments co-operate to define a channel that permits insertion of thebearing adapter between a pair of thrust lugs of a sidewall pedestal.The bearing adapter has a first rocking member. The pedestal seat has asecond rocking member to make engagement with the first rocking member.The first and second rocking members, when engaged, are operable to rocklongitudinally relative to the sideframe to permit the rail road cartruck to steer. The resilient member has a first end portion that isengageable with the first end of the bearing adapter for interpositionbetween the first end of the bearing adapter and the first pedestal jawthrust lug. The resilient member has a second end portion that isengageable with the second end of the bearing adapter for interpositionbetween the second end of the bearing adapter and the second pedestaljaw thrust lug. The resilient member has a medial portion lying betweenthe first and second end portions. The medial portion is formed toaccommodate mating rocking engagement of the first and second rockingmembers.

In another feature, there is a resilient pad that is used with thebearing adapter which has a rocker member for mating and the rockingengagement with the rocker member of the pedestal seat. The resilientpad has a first portion for engaging the first end of the bearingadapter, a second portion for engaging a second end of the bearingadapter and a medial portion between the first and second end portions.The medial portion is formed to accommodate mating engagement of therocker members.

In a feature of the aspect of the invention there is awheelset-to-sideframe assembly kit that has a pedestal seat for mountingin the roof of a rail road car truck sideframe pedestal. There is abearing adapter for mounting to a bearing of a wheelset of a rail roadcar truck and a resilient member for mounting to the bearing adapter.The bearing adapter has a first rocker element for engaging the seat inrocking relationship. The bearing adapter has a first end and a secondend, both ends having an endwall and a pair of abutments bracketing theend wall to define a channel, that permits sliding insertion of thebearing adapter between a pair of sideframe pedestal jaw thrust lugs.The resilient member has a first portion that conforms to the first endof the bearing adapter for interpositioning between the bearing adapterand a thrust lug. The resilient member has a second portion connected tothe first portion that, as installed, at least partially overlies thebearing adapter.

In another feature, the wheelset-to-sideframe assembly kit has a secondportion of the resilient member with a margin that has a profile facingtoward the first rocker element. The first rocker element is shaped tonest adjacent to the profile. In a further feature,wheelset-to-sideframe assembly kit has a bearing adapter that includes abody and the first rocker element is separable from that body. In stillanother feature, the wheelset-to-sideframe assembly kit has a secondportion of the resilient member with a margin that has a profile facingtoward the first rocker element which is shaped to nest adjacent theprofile. In yet still another feature, the wheelset-to-sideframeassembly kit has a profile and first rocker element shaped to discouragemis-orientation of the first rocker element when installed. In anotherfeature, the wheelset-to-sideframe assembly kit has a first rockerelement with a body that is mutually keyed to facilitate the location ofthe first rocker element when installed. In still another feature, thewheelset-to-sideframe assembly kit has a first rocker element and bodythat are mutually keyed to discourage mis-orientation of the rockerelement when installed. In yet still another feature, thewheelset-to-sideframe assembly kit has a first rocker element and a bodywith mutual engagement features. The features are mutually keyed todiscourage mis-orientation of the rocker element when installed.

In a further feature, the kit has a second resilient member thatconforms to the second end of the bearing adapter. In another feature,the wheelset-to-sideframe assembly kit includes a pedestal seatengagement fitting for locating the resilient feature relative to thepedestal seat on the assembly. In yet still another feature, theresilient member includes a second end portion that conforms to thesecond end of the bearing adapter.

In an additional feature, there is a bearing adapter for transmittingload between the wheelset bearing and a sideframe pedestal of a railroadcar truck. It has at least a first and second land for engaging thebearing and a relief formed between the first and second land. Therelief extends predominantly axially relative to the bearing. In anotheradditional feature, the lands are arranged in an array that conforms tothe bearing and the relief is formed at the apex of the array. In stillanother additional feature, the bearing adapter includes a second reliefthat extends circumferentially relative to the bearing. In yet stillanother additional feature, the axially extending relief and thecircumferentially extending relief extends along a second axis ofsymmetry of the bearing adapter.

In a further feature, the radially extending relief extends along afirst axis of symmetry of the bearing adapter and the circumferentiallyextending relief extends along a second axis of symmetry of the bearingadapter. In still a further feature, the bearing adapter has lands thatare formed on a circumferential arc. In yet still another feature, thebearing adapter has a rocker element that has an upwardly facing rockersurface. In yet still a further feature, the bearing adapter has a bodywith a rocker element that is separable from the body.

In another aspect of the invention, there is a bearing adapter forinstallation in a rail road car truck sideframe pedestal. The bearingadapter has an upper portion engageable with a pedestal seat, and alower portion engageable with a bearing casing. The lower portion has anapex. The lower portion includes a first land for engaging a firstportion of the bearing casing, and a second land region for engaging asecond portion of the bearing casing. The first land lies to one side ofthe apex. The second land lies to the other side of the apex. At leastone relief located between the first and second lands.

In an additional feature, the relief has a major dimension oriented toextend along the apex in a direction that runs axially relative to thebearing when installed. In another feature, the relief is located at theapex. In another feature there are at least two the reliefs, the tworeliefs lying to either side of a bridging member, the bridging memberrunning between the first and second lands.

In another aspect of the invention there is a kit for retrofitting arailroad car truck having elastomeric members mounted over bearingadapters. The kit includes a mating bearing adapter and a pedestal seatpair. The bearing adapter and the pedestal seat have co-operablebi-directional rocker elements. The seat has a depth of section ofgreater than ½ inches.

These and other aspects and features of the invention may be understoodwith reference to the detailed descriptions of the invention and theaccompanying illustrations as set forth below.

BRIEF DESCRIPTION OF THE FIGURES

The principles of the invention may better be understood with referenceto the accompanying figures provided by way of illustration of anexemplary embodiment, or embodiments, incorporating principles andaspects of the present invention, and in which:

FIG. 1 a shows an isometric view of an example of an embodiment of arailroad car truck according to an aspect of the present invention;

FIG. 1 b shows a top view of the railroad car truck of FIG. 1 a;

FIG. 1 c shows a side view of the railroad car truck of FIG. 1 a;

FIG. 1 d shows an exploded view of a portion of a truck similar to thatof FIG. 1 a;

FIG. 1 e is an exploded, sectioned view of an example of an alternatethree piece truck to that of FIG. 1 a, having dampers mounted along thespring group centerlines;

FIG. 2 a is an enlarged detail of a side view of a truck such as thetruck of FIG. 1 a, 1 b, 1 c or 1 e taken at the sideframe pedestal tobearing adapter interface;

FIG. 2 b shows a lateral cross-section through the sideframe pedestal tobearing adapter interface of FIG. 2 a, taken at the wheelset axlecenterline;

FIG. 2 c shows the cross-section of FIG. 2 b in a laterally deflectedcondition;

FIG. 2 d is a longitudinal section of the pedestal seat to bearingadapter interface of FIG. 2 a, on the longitudinal plane of symmetry ofthe bearing adapter;

FIG. 2 e shows the longitudinal section of FIG. 2 d as longitudinallydeflected;

FIG. 2 f shows a top view of the detail of FIG. 2 a;

FIG. 2 g shows a staggered section of the bearing adapter of FIG. 2 a,on section lines ‘2 g-2 g’ of FIG. 2 a;

FIG. 3 a shows an exploded isometric view of an alternate sideframepedestal to bearing adapter interface to that of FIG. 2 a;

FIG. 3 b shows an alternate bearing adapter to pedestal seat interfaceto that of FIG. 3 a;

FIG. 3 c shows a sectional view of the assembly of FIG. 3 b; taken on alongitudinal-vertical plane of symmetry thereof;

FIG. 3 d shows a stepped sectional view of a detail of the assembly ofFIG. 3 b taken on 3 d-3 d’ of FIG. 3 c;

FIG. 3 e shows an exploded view of another alternative embodiment ofbearing adapter to pedestal seat interface to that of FIG. 3 a;

FIG. 4 a shows an isometric view of a retainer pad of the assembly ofFIG. 3 a, taken from above, and in front of one corner;

FIG. 4 b is an isometric view from above and behind the retainer pad ofFIG. 4 a;

FIG. 4 c is a bottom view of the retainer pad of FIG. 4 a;

FIG. 4 d is a front view of the retainer pad of FIG. 4 a;

FIG. 4 e is a section on ‘4 e-4 e’ of FIG. 4 d of the retainer pad ofFIG. 4 a;

FIG. 5 shows an alternate bolster, similar to that of FIG. 1 d, with apair of spaced apart bolster pockets, and inserts with primary andsecondary wedge angles;

FIG. 6 a is a cross-section of an alternate damper such as may be used,for example, in the bolster of the trucks of FIGS. 1 a, 1 b, 1 c, 1 dand 1 f;

FIG. 6 b shows the damper of FIG. 6 a with friction modifying padsremoved;

FIG. 6 c is a reverse view of a friction modifying pad of the damper ofFIG. 6 a;

FIG. 7 a is a front view of a friction damper for a truck such as thatof FIG. 1 a;

FIG. 7 b shows a side view of the damper of FIG. 7 a;

FIG. 7 c shows a rear view of the damper of FIG. 7 b;

FIG. 7 d shows a top view of the damper of FIG. 7 a;

FIG. 7 e shows a cross-sectional view on the centerline of the damper ofFIG. 7 a taken on section ‘7 e-7 e’ of FIG. 7 c;

FIG. 7 f is a cross-section of the damper of FIG. 7 a taken on section‘7 f-7 f’ of FIG. 7 e;

FIG. 7 g shows an isometric view of an alternate damper to that of FIG.7 a having a friction modifying side face pad;

FIG. 7 h shows an isometric view of a further alternate damper to thatof FIG. 7 a, having a “wrap-around” friction modifying pad;

FIG. 8 a shows an exploded isometric installation view of an alternatebearing adapter assembly to that of FIG. 3 a;

FIG. 8 b shows an isometric, assembled view of the bearing adapterassembly of FIG. 8 a;

FIG. 8 c shows the assembly of FIG. 8 b with a rocker member thereofremoved;

FIG. 8 d shows the assembly of FIG. 8 b, as installed, in longitudinalcross-section;

FIG. 8 e is an installed view of the assembly of FIG. 8 b, on section ‘8e-8 e’ of FIG. 8 d;

FIG. 8 f shows the assembly of FIG. 8 b, as installed, in lateral crosssection;

FIG. 9 a shows an exploded isometric view of an alternate assembly tothat of FIG. 3 a;

FIG. 9 b shows an exploded isometric view similar to the view of FIG. 9a, showing a bearing adapter assembly incorporating an elastomeric pad;

FIG. 10 a shows an exploded isometric view of an alternate assembly tothat of FIG. 3 a;

FIG. 10 b shows a perspective view of a bearing adapter of the assemblyof FIG. 10 a from above and to one corner;

FIG. 10 c shows a perspective of the bearing adapter of FIG. 10 b frombelow;

FIG. 10 d shows a bottom view of the bearing adapter of FIG. 10 b;

FIG. 10 e shows a longitudinal section of the bearing adapter of FIG. 10b taken on section ‘10 e-10 e’ of FIG. 10 d; and

FIG. 10 f shows a transverse section of the bearing adapter of FIG. 10 btaken on section ‘10 f-10 f’ of FIG. 10 d;

FIG. 11 a is an exploded view of an alternate bearing adapter assemblyto that of FIG. 3 a;

FIG. 11 b shows a view of the bearing adapter of FIG. 11 a from belowand to one corner;

FIG. 11 c is a top view of the bearing adapter of FIG. 11 b;

FIG. 11 d is a lengthwise section of the bearing adapter of FIG. 11 c on‘11 d-11 d’;

FIG. 11 e is a cross-wise section of the bearing adapter of FIG. 11 c on‘11 e-11 e’; and

FIG. 11 f is a set of views of a resilient pad member of the assembly ofFIG. 11 a;

FIG. 11 g shows a view of the bearing adapter of FIG. 11 a from aboveand to one corner;

FIG. 12 a shows an exploded isometric view of an alternate bearingadapter to pedestal seat assembly to that of FIG. 3 a;

FIG. 12 b shows a longitudinal central section of the assembly of FIG.12 a, as assembled;

FIG. 12 c shows a section on ‘12 c-12 c’ of FIG. 12 b; and

FIG. 12 d shows a section on ‘12 d-12 d’ of FIG. 12 b.

DETAILED DESCRIPTION OF THE INVENTION

The description that follows, and the embodiments described therein, areprovided by way of illustration of an example, or examples, ofparticular embodiments of the principles of the present invention. Theseexamples are provided for the purposes of explanation, and not oflimitation, of those principles and of the invention. In thedescription, like parts are marked throughout the specification and thedrawings with the same respective reference numerals. The drawings arenot necessarily to scale and in some instances proportions may have beenexaggerated in order more clearly to depict certain features of theinvention.

In terms of general orientation and directional nomenclature, for eachof the rail road car trucks described herein, the longitudinal directionis defined as being coincident with the rolling direction of the railroad car, or rail road car unit, when located on tangent (that is,straight) track. In the case of a rail road car having a center sill,the longitudinal direction is parallel to the center sill, and parallelto the side sills, if any. Unless otherwise noted, vertical, or upwardand downward, are terms that use top of rail, TOR, as a datum. The termlateral, or laterally outboard, refers to a distance or orientationrelative to the longitudinal centerline of the railroad car, or carunit. The term “longitudinally inboard”, or “longitudinally outboard” isa distance taken relative to a mid-span lateral section of the car, orcar unit. Pitching motion is angular motion of a railcar unit about ahorizontal axis perpendicular to the longitudinal direction. Yawing isangular motion about a vertical axis. Roll is angular motion about thelongitudinal axis.

This description relates to rail car trucks and truck components.Several AAR standard truck sizes are listed at page 711 in the 1997 Car& Locomotive Cyclopedia. As indicated, for a single unit rail car havingtwo trucks, a “40 Ton” truck rating corresponds to a maximum gross carweight on rail (GWR) of 142,000 lbs. Similarly, “50 Ton” corresponds to177,000 lbs., “70 Ton” corresponds to 220,000 lbs., “100 Ton”corresponds to 263,000 lbs., and “125 Ton” corresponds to 315,000 lbs.In each case the load limit per truck is then half the maximum gross carweight on rail. Two other types of truck are the “110 Ton” truck forrailcars having a 286,000 lbs. GWR and the “70 Ton Special” low profiletruck sometimes used for auto rack cars. Given that the rail road cartrucks described herein tend to have both longitudinal and transverseaxes of symmetry, a description of one half of an assembly may generallyalso be intended to describe the other half as well, allowing fordifferences between right hand and left hand parts.

This application refers to friction dampers for rail road car trucks,and multiple friction damper systems. There are several types of damperarrangements, some being shown at pp. 715-716 of the 1997 Car andLocomotive Cyclopedia, those pages being incorporated herein byreference. Double damper arrangements are shown and described US PatentApplication Publication No. US 2003/0041772 A1, Mar. 6, 2003, entitled“Rail Road Freight Car With Damped Suspension”, and also incorporatedherein by reference. Each of the arrangements of dampers shown at pp.715 to 716 of the 1997 Car and Locomotive Cyclopedia can be modified toemploy a four cornered, double damper arrangement of inner and outerdampers in conformity with the principles of aspects of the presentinvention.

Damper wedges are discussed herein. In terms of general nomenclature,the wedges tend to be mounted within an angled “bolster pocket” formedin an end of the truck bolster. In cross-section, each wedge may thenhave a generally triangular shape, one side of the triangle being, orhaving, a bearing face, a second side which might be termed the bottom,or base, forming a spring seat, and the third side being a sloped sideor hypotenuse between the other two sides. The first side may tend tohave a substantially planar bearing face for vertical sliding engagementagainst an opposed bearing face of one of the sideframe columns. Thesecond face may not be a face, as such, but rather may have the form ofa socket for receiving the upper end of one of the springs of a springgroup. Although the third face, or hypotenuse, may appear to begenerally planar, it may tend to have a slight crown, having a radius ofcurvature of perhaps 60″. The crown may extend along the slope and mayalso extend across the slope. The end faces of the wedges may begenerally flat, and may have a coating, surface treatment, shim, or lowfriction pad to give a smooth sliding engagement with the sides of thebolster pocket, or with the adjacent side of another independentlyslidable damper wedge, as may be.

During railcar operation, the sideframe may tend to rotate, or pivot,through a small range of angular deflection about the end of the truckbolster to yield wheel load equalisation. The slight crown on the slopeface of the damper may tend to accommodate this pivoting motion byallowing the damper to rock somewhat relative to the generally inclinedface of the bolster pocket while the planar bearing face remains inplanar contact with the wear plate of the sideframe column. Although theslope face may have a slight crown, for the purposes of this descriptionit will be described as the slope face or as the hypotenuse, and will beconsidered to be a substantially flat face as a general approximation.

In the terminology herein, wedges have a primary angle α, being theincluded angle between (a) the sloped damper pocket face mounted to thetruck bolster, and (b) the side frame column face, as seen looking fromthe end of the bolster toward the truck center. In some embodiments, asecondary angle may be defined in the plane of angle α, namely a planeperpendicular to the vertical longitudinal plane of the (undeflected)side frame, tilted from the vertical at the primary angle. That is, thisplane is parallel to the (undeflected) long axis of the truck bolster,and taken as if sighting along the back side (hypotenuse) of the damper.The secondary angle β is defined as the lateral rake angle seen whenlooking at the damper parallel to the plane of angle α. As thesuspension works in response to track perturbations, the wedge forcesacting on the secondary angle β may tend to urge the damper eitherinboard or outboard according to the angle chosen.

General Description of Truck Features

FIGS. 1 a to 1 d show a truck 22 that is symmetrical about both thelongitudinal and the transverse. or lateral, centreline axes. In eachcase, where reference is made to a sideframe, it will be understood thatthe truck has first and second sideframes, first and second springgroups, and so on. Truck 22 has a truck bolster 24 and sideframes 26.Each sideframe 26 has a generally rectangular window 28 thataccommodates one of the ends 30 of the bolster 24. The upper boundary ofwindow 28 is defined by the sideframe arch, or compression memberidentified as top chord member 32, and the bottom of window 28 isdefined by a tension member identified as bottom chord 34. The fore andaft vertical sides of window 28 are defined by sideframe columns 36. Theends of the tension member sweep up to meet the compression member. Ateach of the swept-up ends of sideframe 26 there are sideframe pedestalfittings, or pedestal seats 38. Each fitting 38 accommodates an upperfitting, which may be a rocker or a seat, as described and discussedbelow. This upper fitting, whichever it may be, is indicated genericallyas 40. Fitting 40 engages a mating fitting 42 of the upper surface of abearing adapter 44. Bearing adapter 44 engages a bearing 46 mounted onone of the ends of one of the axles 48 of the truck adjacent one of thewheels 50. A fitting 40 is located in each of the fore and aft pedestalfittings 38, the fittings 40 being longitudinally aligned so thesideframe can swing sideways relative to the truck's rolling direction.

The relationship of the mating fittings 40 and 42 is described atgreater length below. The relationship of these fittings determines partof the overall relationship between an end of one of the axles of one ofthe wheelsets and the sideframe pedestal. That is, in determining theoverall response, the degrees of freedom of the mounting of the axle endin the sideframe pedestal involve a dynamic interface across an assemblyof parts, such as may be termed a wheelset to sideframe interfaceassembly, that may include the bearing, the bearing adapter, anelastomeric pad, if used, a rocker if used, and the pedestal seatmounted in the roof of the sideframe pedestal. Several differentembodiments of this wheelset to sideframe interface assembly aredescribed below. To the extent that bearing 46 has a single degree offreedom, namely rotation about the wheelshaft axis, analysis of theassembly can be focused on the bearing to pedestal seat interfaceassembly, or on the bearing adapter to pedestal seat interface assembly.For the purposes of this description, items 40 and 42 are intendedgenerically to represent the combination of features of a bearingadapter and pedestal seat assembly defining the interface between theroof of the sideframe pedestal and the bearing adapter, and the sixdegrees of freedom of motion at that interface, namely vertical,longitudinal and transverse translation (i.e., translation in the z, x,and y directions) and pitching, rolling, and yawing (i.e., rotationalmotion about the y, x, and z axes respectively) in response to dynamicinputs.

The bottom chord or tension member of sideframe 26 may have a basketplate, or lower spring seat 52 rigidly mounted thereto. Although trucks22 may be free of unsprung lateral cross-bracing, whether in the natureof a transom or lateral rods, in the event that truck 22 is taken torepresent a “swing motion” truck with a transom or other cross bracing,the lower rocker platform of spring seat 52 may be mounted on a rocker,to permit lateral rocking relative to sideframe 26. Spring seat 52 mayhave retainers for engaging the springs 54 of a spring set, or springgroup, 56, whether internal bosses, or a peripheral lip for discouragingthe escape of the bottom ends of the springs. The spring group, orspring set 56, is captured between the distal end 30 of bolster 24 andspring seat 52, being placed under compression by the weight of the railcar body and lading that bears upon bolster 24 from above.

Bolster 24 has double, inboard and outboard, bolster pockets 60, 62 oneach face of the bolster at the outboard end (i.e., for a total of 8bolster pockets per bolster, 4 at each end). Bolster pockets 60, 62accommodate fore and aft pairs of first and second, laterally inboardand laterally outboard friction damper wedges 64, 66 and 68, 70,respectively. Each bolster pocket 60, 62 has an inclined face, or damperseat 72, that mates with a similarly inclined hypotenuse face 74 of thedamper wedge, 64, 66, 68 and 70. Wedges 64, 66 each sit over a first,inboard corner spring 76, 78, and wedges 68, 70 each sit over a second,outboard corner spring 80, 82. Angled faces 74 of wedges 64, 66 and 68,70 ride against the angled faces of respective seats 72.

A middle end spring 96 bears on the underside of a land 98 locatedintermediate bolster pockets 60 and 62. The top ends of the central rowof springs, 100, seat under the main central portion 102 of the end ofbolster 24. In this four corner arrangement, each damper is individuallysprung by one or another of the springs in the spring group. The staticcompression of the springs under the weight of the car body and ladingtends to act as a spring loading to bias the damper to act along theslope of the bolster pocket to force the friction surface against thesideframe. Friction damping is provided when the vertical sliding faces90 of the friction damper wedges 64, 66 and 68, 70 ride up and down onfriction wear plates 92 mounted to the inwardly facing surfaces ofsideframe columns 36. In this way the kinetic energy of the motion is,in some measure, converted through friction to heat. This friction maytend to damp out the motion of the bolster relative to the sideframes.When a lateral perturbation is passed to wheels 50 by the rails, rigidaxles 48 may tend to cause both sideframes 26 to deflect in the samedirection. The reaction of sideframes 26 is to swing, like pendula, onthe upper rockers. The weight of the pendulum and the reactive forcearising from the twisting of the springs may then tend to urge thesideframes back to their initial position. The tendency to oscillateharmonically due to track perturbations may tend to be damped out by thefriction of the dampers on the wear plates 92.

As compared to a bolster with single dampers, such as may be mounted onthe sideframe centerline as shown in FIG. 1 e, for example, the use ofdoubled dampers such as spaced apart pairs of dampers 64, 68 may tend togive a larger moment arm, as indicated by dimension “2M” in FIG. 1 d,for resisting parallelogram deformation of truck 22 more generally. Useof doubled dampers may yield a greater restorative “squaring” force toreturn the truck to a square orientation than for a single damper alonewith the restorative bias, namely the squaring force, increasing withincreasing deflection. That is, in parallelogram deformation, orlozenging, the differential compression of one diagonal pair of springs(e.g., inboard spring 76 and outboard spring 82 may be more pronouncedlycompressed) relative to the other diagonal pair of springs (e.g.,inboard spring 78 and outboard spring 80 may be less pronouncedlycompressed than springs 76 and 82) tends to yield a restorative momentcouple acting on the sideframe wear plates. This moment couple tends torotate the sideframe in a direction to square the truck, (that is, in aposition in which the bolster is perpendicular, or “square”, to thesideframes). As such, the truck is able to flex, and when it flexes thedampers co-operate in acting as biased members working between thebolster and the side frames to resist parallelogram, or lozenging,deformation of the side frame relative to the truck bolster and to urgethe truck back to the non-deflected position.

The bearing plate, namely wear plate 92 (FIG. 1 a) is significantlywider than the through thickness of the sideframes more generally, asmeasured, for example, at the pedestals, and may tend to be wider thanhas been conventionally common. This additional width corresponds to theadditional overall damper span width measured fully across the damperpairs, plus lateral travel as noted above, typically allowing 1½ (+/−)inches of lateral travel of the bolster relative to the sideframe toeither side of the undeflected central position. That is, rather thanhaving the width of one coil, plus allowance for travel, plate 92 mayhave the width of three coils, plus allowance to accommodate 1½(+/−)inches of travel to either side for a total, double amplitude travel of3″ (+/−). Bolster 24 has inboard and outboard gibs 106, 108respectively, that bound the lateral motion of bolster 24 relative tosideframe columns 36. This motion allowance may be in the range of +/−1⅛to 1¾ in., and may be in the range of 1 3/16 to 1 9/16 in., and can beset, for example, at 1½ in. or 1¼ in. of lateral travel to either sideof a neutral, or centered, position when the sideframe is undeflected.

The lower ends of the springs of the entire spring group, identifiedgenerally as 58, seat in lower spring seat 52. Lower spring seat 52 maybe laid out as a tray with an upturned rectangular peripheral lip.Although truck 22 employs a spring group in a 3×3 arrangement, this isintended to be generic, and to represent a range of variations. They mayrepresent 3×5, 2×4, 3:2:3 or 2:3:2 arrangement, or some other, and mayinclude a hydraulic snubber, or such other arrangement of springs may beappropriate for the given service for the railcar for which the truck isintended.

Rocker Description

The rocking interface surface of the bearing adapter may have a crown,or a concave curvature, by which a rolling contact on the rocker permitslateral swinging of the side frame. The present inventors have alsonoted, as shown and described herein, that the bearing adapter topedestal seat interface might also have a fore-and-aft curvature,whether a crown or a depression, and that, if used as described by theinventors hereinbelow, this crown or depression might tend to present amore or less linear resistance to deflection in the longitudinaldirection, much as a spring or elastomeric pad might do. It may beadvantageous for the rockers to be self centering.

For surfaces in rolling contact on a compound curved surface (i.e.,having curvatures in two directions) as shown and described by thepresent inventors hereinbelow, the vertical stiffness may beapproximated as infinite (i.e. very large as compared to otherstiffnesses); the longitudinal stiffness in translation at the point ofcontact can also be taken as infinite, the assumption being that thesurfaces do not slip; the lateral stiffness in translation at the pointof contact can be taken as infinite, again, provided the surfaces do notslip. The rotational stiffness about the vertical axis may be taken aszero or approximately zero. By contrast, the angular stiffnesses aboutthe longitudinal and transverse axes are non-trivial. The lateralangular stiffnesses may tend to determine the equivalent pendulumstiffnesses for the sideframe more generally.

The stiffness of a pendulum is directly proportional to the weight onthe pendulum. Similarly, the drag on a rail car wheel, and the wear tothe underlying track structure, is a function of the weight borne by thewheel. For this reason, the desirability of self steering may begreatest for a fully laden car, and a pendulum may tend to maintain ageneral proportionality between the weight borne by the wheel and thestiffness of the self-steering mechanism as the lading increases.

Truck performance may vary with the friction characteristics of thebearing surfaces of the dampers used in the truck suspension.Conventional dampers have tended to employ dampers in which the dynamicand static coefficients of friction may have been significantlydifferent, yielding a stick-slip phenomenon that may not have beenentirely advantageous. In the view of the present inventors it may beadvantageous to combine the feature of a self-steering capability withdampers that have a reduced tendency to stick-slip operation.

Furthermore, while bearing adapters may be formed of relatively low costmaterials, such as cast iron, in some embodiments an insert of adifferent material may be used for the rocker. Further it may beadvantageous to employ a member that may tend to center the rocker oninstallation, and that may tend to perform an auxiliary centeringfunction to tend to urge the rocker to operate from a desired minimumenergy position.

An embodiment of bearing adapter and pedestal seat assembly isillustrated in FIGS. 2 a-2 g. Bearing adapter 44 has a lower portion 112that is formed to accommodate, and to seat upon, bearing 46, that isitself mounted on the end of a shaft, namely an end of axle 48. Bearingadapter 44 has an upper portion 114 that has a centrally located,upwardly protruding fitting in the nature of a male bearing adapterinterface portion 116. A mating fitting, in the nature of a femalerocker seat interface portion 118 is rigidly mounted within the roof 120of the sideframe pedestal. To that end, laterally extending lugs 122 aremounted centrally with respect to pedestal roof 120. The upper fitting40, whichever type it may be, has a body that may be in the form of aplate 126 having, along its longitudinally extending, lateral margins aset of upwardly extending lugs or ears, or tangs 124 separated by anotch, that bracket, and tightly engage lugs 122, thereby locating upperfitting 40 in position, with the back of the plate 126 of fitting 40abutting the flat, load transfer face of roof 120. Upper fitting 40 maybe a pedestal seat fitting with a hollowed out female bearing surface,namely portion 118.

As shown in FIG. 2 g, when the sideframes are lowered over the wheelsets, the end reliefs, or channels 128 lying between the bearing adaptercorner abutments 132 seat between the respective side frame pedestaljaws 130. With the sideframes in place, bearing adapter 44 is thuscaptured in position with the male and female portions (116 and 118) ofthe adapter interface in mating engagement.

Male portion 116 (FIG. 2 d) has been formed to have a generally upwardlyfacing surface 142 that has both a first curvature r₁ to permit rockingin the longitudinal direction, and a second curvature r₂ (FIG. 2 c) topermit rocking (i.e., swing motion of the sideframe) in the transversedirection. Similarly, in the general case, female portion 118 has asurface having a first radius of curvature R₁ in the longitudinaldirection, and a second radius of curvature R₂ in the transversedirection. The engagement of r₁ with R₁ may tend to permit a rockingmotion in the longitudinal direction, with resistance to rockingdisplacement being proportional to the weight on the wheel. That is tosay, the resistance to angular deflection is proportional to weightrather than being a fixed spring constant. This may tend to yieldpassive self-steering in both the light car and fully laden conditions.This relationship is shown in FIGS. 2 d and 2 e. FIG. 2 d shows thecentered, or at rest, non-deflected position of the longitudinal rockingelements. FIG. 2 e shows the rocking elements at their condition ofmaximum longitudinal deflection. FIG. 2 d represents a local, minimumpotential energy condition for the system. FIG. 2 e represents a systemin which the potential energy has been increased by virtue of the workdone by force F acting longitudinally in the horizontal plane throughthe center of the axle and bearing, C_(B), which will tend to yield anincremental increase in the height of the pedestal. Put differently, asthe axle is urged to deflect by the force, the rocking motion may tendto raise the car, and thereby to increase its potential energy.

The limit of travel in the longitudinal direction is reached when theend face 134 of bearing adapter 44 extending between corner abutments132, contacts one or another of travel limiting abutment faces 136 ofthe thrust blocks of jaws 130. In general, the deflection may bemeasured either by the angular displacement of the axle centreline, θ₁,or by the angular displacement of the rocker contact point on radius r₁,shown as θ₂. End face 134 of bearing adapter 44 is planar, and isrelieved, or inclined, at an angle η from the vertical. As shown in FIG.2 g, abutment face 136 may have a round, cylindrical arc, with the majoraxis of the cylinder extending vertically. A typical maximum radius R₃for this surface is 34 inches. When bearing adapter 44 is fullydeflected through angle η, end face 134 is intended to meet abutmentface 136 in line contact. When this occurs, further longitudinal rockingmotion of the male surface (of portion 116) against the female surface(of portion 118) is inhibited. Thus jaws 130 constrain the arcuatedeflection of bearing adapter 44 to a limited range. A typical range forη might be about 3 degrees of arc. A typical maximum value of δ_(long)may be about +/− 3/16″ to either side of the vertical, at rest, centerline.

Similarly, as shown in FIGS. 2 b and 2 c, in the transverse direction,the engagement of r₂ with R₂ may tend to permit lateral rocking motion,as may be in the manner of a swing motion truck. FIG. 2 b shows acentered, at rest, minimum potential energy position of the lateralrocking system. FIG. 2 c shows the same system in a laterally deflectedcondition. In this instance δ₂ is roughly (L_(pendulum)-r₂)Sinφ, where,for small angles Sinφ is approximately equal to φ. L_(pendulum) may betaken as the at rest difference in height between the center of thebottom spring seat, 52, and the contact interface between the male andfemale portions 116 and 118.

When a lateral force is applied at the centerplate of the truck bolster,a reaction force is, ultimately, provided at the meeting of the wheelswith the rail. The lateral force is transmitted from the bolster intothe main spring groups, and then into a lateral force in the springseats to deflect the bottom of the pendulum. The reaction is carried tothe bearing adapter, and hence into the top of the pendulum. Thependulum will then deflect until the weight on the pendulum, multipliedby the moment arm of the deflected pendulum is sufficient to balance themoment of the lateral moment couple acting on the pendulum.

This bearing adapter to pedestal seat interface assembly is biased bygravity acting on the pendulum toward a central, or “at rest” position,where there is a local minimum of the potential energy in the system.The fully deflected position shown in FIG. 2 c may correspond to adeflection from vertical of the order of less than 10 degrees (andpreferably less than 5 degrees) to either side of center, the actualmaximum being determined by the spacing of gibbs 106 and 108 relative toplate 104. Although in general R₁ and R₂ may differ, so the femalesurface is an outside section of a torus, it may be desirable, for R₁and R₂ to be the same, i.e., so that the bearing surface of the femalefitting is formed as a portion of a spherical surface, having neither amajor nor a minor axis, but merely being formed on a spherical radius.R₁ and R₂ give a self-centering tendency. That tendency may be quitegentle. Further, and again in the general condition, the smallest of R₁and R₂ may be equal to or larger than the largest of r₁ and r₂. If so,then the contact point may have little, if any, ability to transmittorsion acting about an axis normal to the rocking surfaces at the pointof contact, so the lateral and longitudinal rocking motions may tend tobe torsionally de-coupled, and hence it may be said that relative tothis degree of freedom (rotation about the vertical, or substantiallyvertical axis normal to the rocking contact interface surfaces) theinterface is torsionally compliant (that is, the resistance to torsionaldeflection about the axis through the surfaces at the point of contactmay tend to be much smaller than, for example, resistance to lateralangular deflection). For small angular deflections, the torsionalstiffness about the normal axis at the contact point, this condition maysometimes be satisfied even where the smaller of the female radii isless than the largest male radius. Although it is possible for r₁ and r₂to be the same, such that the crowned surface of the bearing adapter (orthe pedestal seat, if the relationship is inverted) is a portion of aspherical surface, in the general case r₁ and r₂ may be different, withr₁ perhaps tending to be larger, possibly significantly larger, than r₂.In general, whether or not r₁ and r₂ are equal, R₁ and R₂ may be thesame or different. Where r₁ and r₂ are different, the male fittingengagement surface may be a section of the surface of a torus. It mayalso be noted that, provided the system may tend to return to a localminimum energy state (i.e., that is self-restorative in normaloperation) in the limit either or both of R₁ and R₂ may be infinitelylarge such that either a cylindrical section is formed or, when both areinfinitely large, a planar surface may be formed. In the furtheralternative, it may be that r₁=r₂, and R₁=R₂. In one embodiment r₁ maybe the same as r₂, and may be about 40 inches (+/−5″) and R₁ may thesame as R₂, and both may be infinite such that the female surface isplanar.

The rocker surfaces herein may tend to be formed of a relatively hardmaterial, which may be a metal or metal alloy material, such as a steel.Such materials may have elastic deformation at the location of rockingcontact in a manner analogous to that of journal or ball bearings.Nonetheless, the rockers may be taken as approximating the ideal rollingpoint or line contact (as may be) of infinitely stiff members. This isto be distinguished from materials in which deflection of an elastomericelement be it a pad, or block, of whatever shape, may be intended todetermine a characteristic of the dynamic or static response of theelement.

In one embodiment the lateral rocking constant for a light car may be inthe range of about 48,000 to 130,000 in-lbs per radian of angulardeflection of the side frame pendulum, or, 260,000 to 700,000 in-lbs perradian for a fully laded car, or more generically, about 0.95 to 2.6in-lbs per radian per pound of weight borne by the pendulum.Alternatively, for a light (i.e., empty) car the stiffness of thependulum may be in the range 3,200 to 15,000 lbs per inch, and 22,000 to61,000 lbs per inch for a fully laden 110 ton truck, or, moregenerically, in the range of 0.06 to 0.160 lbs per inch of lateraldeflection per pound weight borne by the pendulum, as measured at thebottom spring seat.

The male and female surfaces may be inverted, such that the femaleengagement surface is formed on the bearing adapter, and the maleengagement surface is formed on the pedestal seat. It is a matter ofterminology which part is actually the “seat”, and which is the“rocker”. Sometimes the seat may be assumed to be the part that has thelarger radius, and which is usually thought of as being the stationaryreference, while the rocker is taken to be the part with the smallerradius, that “rocks” on the stationary seat. However, this is not alwaysso. At root, the relationship is of mating parts, whether male orfemale, and there is relative motion between the parts, or fittings,whether the fittings are called a “seat” or a “rocker”. The fittingsmate at a force transfer interface. The force transfer interface movesas the parts that co-operate to define the rocking interface rock oneach other, whichever part may be, nominally, the male part or thefemale part. One of the mating parts or surfaces is part of the bearingadapter, and another is part of the pedestal. There may be only twomating surfaces, or there may be more than two mating surfaces in theoverall assembly defining the dynamic interface between the bearingadapter and the pedestal fitting, or pedestal seat, however it may becalled.

Both female radii R₁ and R₂ may not be on the same fitting, and bothmale radii r₁ and r₂ may not be on the same fitting. That is, they maybe combined to form saddle shaped fittings in which the bearing adapterhas an upper surface that has a male fitting in the nature of alongitudinally extending crown with a laterally extending axis ofrotation, having the radius of curvature is r₁, and a female fitting inthe nature of a longitudinally extending trough having a lateral radiusof curvature R₂. Similarly, the pedestal seat fitting may have adownwardly facing surface that has a transversely extending troughhaving a longitudinally oriented radius of curvature R₁, for engagementwith r₁ of the crown of the bearing adapter, and a longitudinallyrunning, downwardly protruding crown having a transverse radius ofcurvature r₂ for engagement with R₂ of the trough of the bearingadapter.

In a sense, a saddle shaped surface is both a seat and a rocker, being aseat in one direction, and a rocker in the other. As noted above, theessence is that there are two small radii, and two large (or possiblyeven infinite) radii, and the surfaces form a mating pair that engage inrolling contact in both the lateral and longitudinal directions, with acentral local minimum potential energy position to which the assembly isbiased to return. It may also be noted that the saddle surfaces can beinverted such that the bearing adapter has r₂ and R₁, and the pedestalseat fitting has r₁ and R₂. In either case, the smallest of R₁ and R₂may be larger than, or equal to, the largest of r₁ and r₂, and themating saddle surfaces may tend to be torsionally uncoupled as notedabove.

FIG. 3 a

FIG. 3 a shows an alternate embodiment of wheelset to sideframeinterface assembly, indicated most generally as 150. In this example itmay be understood that the pedestal region of sideframe 151, as shown inFIG. 3 a, is substantially similar to those shown in the previousexamples, and may be taken as being the same except insofar as may benoted. Similarly, bearing 152 may be taken as representing the locationof the end of a wheelset more generally, with the wheelset to sideframeinterface assembly including those items, members or elements that aremounted between bearing 152 and sideframe 151. Bearing adapter 154 maybe generally similar to bearing adapter 44 in terms of its lowerstructure for seating on bearing 152. As with the bodies of the otherbearing adapters described herein, the body of bearing adapter 154 maybe a casting or a forging, or a machined part, and may be made of amaterial that may be a relatively low cost material, such as cast ironor steel, and may be made in generally the same manner as bearingadapters have been made heretofore. Bearing adapter 154 may have abi-directional rocker 153 employing a compound curvature of first andsecond radii of curvature according to one or another of the possiblecombinations of male and female radii of curvature discussed herein.Bearing adapter 154 may differ from those described above in that thecentral body portion 155 of the adapter has been trimmed to be shorterlongitudinally, and the inside spacing between the corner abutmentportions has been widened somewhat, to accommodate the installation ofan auxiliary centering device, or centering member, or centrally biasedrestoring member in the nature of, for example, elastomeric bumper pads,such as those identified as resilient pads, or members 156. Members 156may be considered a form of restorative centering element, and may alsobe termed “snubbers” or “bumper” pads. A pedestal seat fitting having amating rocking surface for permitting lateral and longitudinal rocking,is identified as 158. As with the other pedestal seat fittings shown anddescribed herein, fitting 158 may be made of a hard metal material,which may be a grade of steel. The engagement of the rocking surfacesmay, again, tend to have low resistance to torsion about predominantlyvertical axis through the point of contact.

FIG. 3 b

In FIG. 3 b, a bearing adapter 160 is substantially similar to bearingadapter 154, but differs in having a central recess, socket, cavity oraccommodation, indicated generally as 161 for receiving an insertidentified as a first, or lower, rocker member 162. As with bearingadapter 154, the main, or central portion of the body 159 of bearingadapter 160 may be of shorter longitudinal extent than might otherwisebe the case, being truncated, or relieved, to accommodate resilientmembers 156.

Accommodation 161 may have a plan view form whose periphery may includeone or more keying, or indexing, features or fittings, of which cusps163 may be representative. Cusps 163 may receive mating keying, orindexing, features or fittings of rocker member 162, of which lobes 164may be taken as representative examples. Cusps 163 and lobes 164 may fixthe angular orientation of the lower, or first, rocker member 162 suchthat the appropriate radii of curvature may be presented in each of thelateral and longitudinal directions. For example, cusps 163 may bespaced unequally about the periphery of accommodation 161 (with lobes164 being correspondingly spaced about the periphery of the insertmember 162) in a specific spacing arrangement to prevent installation inan incorrect orientation, (such as 90 degrees out of phase). Forexample, one cusp may be spaced 80 degrees of arc about the peripheryfrom one neighbouring cusp, and 100 degrees of arc from anotherneighbouring cusp, and so on to form a rectangular pattern. Manyvariations are possible.

While body 159 of bearing adapter 160 may be made of cast iron or steel,the insert, namely first rocker member 162, may be made of a differentmaterial. That different material may present a hardened metal rockersurface such as may have been manufactured by a different process. Forexample, the insert, member 162, may be made of a tool steel, or of asteel such as may be used in the manufacture of ball bearings.Furthermore, upper surface 165 of insert member 162, which includes thatportion that is in rocking engagement with the mating pedestal seat 168,may be machined or otherwise formed to a high degree of smoothness, akinto a ball bearing surface, and may be heat treated, to give a finishedbearing part.

Similarly, pedestal seat 168 may be made of a hardened material, such asa tool steel or a steel from which bearings are made, formed to a highlevel of smoothness, and heat treated as may be appropriate, having asurface formed to mate with surface 165 of rocker member 162.Alternatively, pedestal seat 168 may have an accommodation indicated as167, and an insert member, identified as upper or second rocker member166, analogous to accommodation 161 and insert member 162, with keyingor indexing such as may tend to cause the parts to seat in the correctorientation. Member 166 may be formed of a hard material in a mannersimilar to member 162, and may have a downward facing rocking surface157, which may be machined or otherwise formed to a high degree ofsmoothness, akin to a ball or roller bearing surface, and may be heattreated, to give a finished bearing part surface for mating, rockingengagement with surface 165. Where rocker member 162 has both maleradii, and the female radii of curvature are both infinite such that thefemale surface is planar, a wear member having a planar surface such asa spring clip may be mounted in a sprung interference fit in thepedestal roof in lieu of pedestal seat 168. In one embodiment, thespring clip may be a clip on “Dyna-Clip”™ pedestal roof wear plate suchas supplied by TransDyne Inc. Such a clip is shown in an isometric viewin FIG. 8 a as item 354.

FIG. 3 e

FIG. 3 e shows an alternate embodiment of wheelset to sideframeinterface assembly, indicated generally as 170. Assembly 170 may includea bearing adapter 171, a pair of resilient members 156, a rockingassembly that may include a boot, resilient ring or retainer, 172, afirst rocker member 173, and a second rocker member 174. A pedestal seatmay be provided to mount in the roof of the pedestal as described above,or second rocker member 174 may mount directly in the pedestal roof.

Bearing adapter 171 is generally similar to bearing adapter 44, or 154,in terms of its lower structure for seating on bearing 152. The body ofbearing adapter 171 may be a casting or a forging, or a machined part,and may be made of a material that may be a relatively low costmaterial, such as cast iron or steel. Bearing adapter 171 may beprovided with a central recess, socket, cavity or accommodation,indicated generally as 176, for receiving rocker member 173 and rockermember 174, and retainer 172. The ends of the main portion of the bodyof bearing adapter 171 may be of relatively short extent to accommodateresilient members 156. Accommodation 176 may have the form of a circularopening, that may have a radially inwardly extending flange 177, whoseupwardly facing surface 178 defines a circumferential land upon which toseat first rocker member 173. Flange 177 may also include drain holes178, such as may be 4 holes formed on 90 degree centers, for example.Rocker member 173 has a spherical engagement surface. First rockermember 173 may include a thickened central portion, and a thinnerradially distant peripheral portion, having a lower radial edge, ormargin, or land, for seating upon, and for transferring vertical loadsinto, flange 177. In an alternate embodiment, a non-galling, relativelysoft annular gasket, or shim, whether made of a suitable brass, bronze,copper, or other material may be employed on flange 177 under the land.First rocker member 173 may be made of a different material from thematerial from which the body of bearing adapter 156 is made moregenerally. That is to say, rocker member 173 may be made of a hard, orhardened material, such as a tool steel or a steel such as might be usedin a bearing, that may be finished to a generally higher level ofprecision, and to a finer degree of surface roughness than the body ofbearing adapter 156 more generally. Such a material may be suitable forrolling contact operation under high contact pressures.

Second rocker member 174 may be a disc of circular shape (when viewed inplan view) or other suitable shape having an upper surface for seatingin pedestal seat 168, or, in the event that a pedestal seat member isnot used, then formed directly to mate with the pedestal roof having anintegrally formed seat. First rocker member 173 may have an upper, orrocker surface 175, having a profile such as may give bi-directionallateral and longitudinal rocking motion when used in conjunction withthe mating second, or upper rocker member, 174. Second rocker member 174may be made of a different material from the material from which thebody of bearing adapter 171, or the pedestal seat, is made moregenerally. Second rocker member 174 may be made of a hard, or hardenedmaterial, such as a tool steel or a steel such as might be used in abearing, that may be finished to a generally higher level of precision,and to a finer degree of surface roughness than the body of sideframe151 more generally. Such a material may be suitable for rolling contactoperation under high contact pressures, particularly as when operated inconjunction with first rocker member 173. Where an insert of dissimilarmaterial is used, that material may tend to be rather more costly thanthe cast iron or relatively mild steel from which bearing adapters mayotherwise tend to be made. Further still, an insert of this nature maypossibly be removed and replaced when worn, either on the basis of ascheduled rotation, or as the need may arise.

Resilient member 172 may be made of a composite or polymeric material,such as a polyurethane. Resilient member 172 may also have apertures, orreliefs 179 such as may be placed in a position for co-operation withcorresponding drain holes 178. The wall height of resilient member 172may be sufficiently tall to engage the periphery of first rocker member173. Further, a portion of the radially outwardly facing peripheral edgeof the second, upper, rocking member 174, may also lie within, or may bepartially overlapped by, and may possibly slightly stretchingly engage,the upper margin of resilient member 172 in a close, or interference,fit manner, such that a seal may tend to be formed to exclude dirt ormoisture. In this way the assembly may tend to form a closed unit. Inthat regard, such space as may be formed between the first and secondrockers 173, 174 inside the dirt exclusion member may be packed with alubricant, such as a lithium or other suitable grease.

FIGS. 4 a-4 e

As shown in FIGS. 4 a-4 e, resilient members 156 may have the generalshape of a channel, having a central, or back, or transverse, or webportion 181, and a pair of left and right hand, flanking wing portions182, 183. Wing portions 182 and 183 may tend to have downwardly andoutwardly tending extremities that may tend to have an arcuate loweredge such as may seat over the bearing casing. The inside width of wingportions 182 and 183 may be such as to seat snugly about the sides ofthrust blocks 180. A transversely extending lobate portion 185, runningalong the upper margin of web portion 181, may seat in a radiused rebate184 between the upper margin of thrust blocks 180 and the end ofpedestal seat 168. The inner lateral edge 186 of lobate portion 185 maytend to be chamfered, or relieved, to accommodate, and to seat next to,the end of pedestal seat 168.

It may be desirable for the rocking assembly at the wheelset tosideframe interface to tend to maintain itself in a centered condition.As noted, the torsionally de-coupled bi-directional rocker arrangementsdisclosed herein may tend to have rocking stiffnesses that areproportional to the weight placed upon the rocker. Where a longitudinalrocking surface is used to permit self-steering, and the truck isexperiencing reduced wheel load, (such as may approach wheel lift), orwhere the car is operating in the light car condition, it may be helpfulto employ an auxiliary restorative centering element that may include abiasing element tending to urge the bearing adapter to a longitudinallycentered position relative to the pedestal roof, and whose restorativetendency may be independent of the gravitational force experienced atthe wheel. That is, when the bearing adapter is under less than fullload, or is unloaded, it may be desirable to maintain a bias to acentral position. Resilient members 156 described above may operate tourge such centering.

FIGS. 3 c and 3 d illustrate the spatial relationship of the sandwichformed by (a) the bearing adapter, for example, bearing adapter 154; (b)the centering member, such as, for example, resilient members 156; and(c) the pedestal jaw thrust blocks, 180. Ancillary details such as, forexample, drain holes or phantom lines to show hidden features have beenomitted from FIGS. 3 c and 3 d for clarity. When resilient member 156 isin place, bearing adapter 154 (or 171, as may be); may tend to becentered relative to jaws 180. As installed, the snubber (member 156)may seat closely about the pedestal jaw thrust lug, and may seat next tothe bearing adapter end wall and between the bearing adapter cornerabutments in a slight interference fit. The snubber may be sandwichedbetween, and may establish the spaced relative position of, the thrustlug and the bearing adapter and may provide an initial centralpositioning of the mating rocker elements as well as providing arestorative bias. Although bearing adapter 154 may still rock relativeto the sideframe, such rocking may tend to deform (typically, locally tocompress) a portion of member 156, and, being elastic, member 156 maytend to urge bearing adapter 154 toward a central position, whetherthere is much weight on the rocking elements or not. Resilient member156 may have a restorative force-deflection characteristic in thelongitudinal direction that is substantially less stiff than the forcedeflection characteristic of the fully loaded longitudinal rocker(perhaps one to two orders of magnitude less), such that, in a fullyloaded car condition, member 156 may tend not significantly to alter therocking behaviour. In one embodiment member 156 may be made of apolyurethane having a Young's modulus of some 6,500 p.s.i. In anotherembodiment the Young's modulus may be about 13,000 p.s.i. The Young'smodulus of the elastomeric material may be in the range of 4 to 20k.p.s.i. The placement of resilient members 156 may tend to center therocking elements during installation. In one embodiment, the force todeflect one of the snubbers may be less than 20% of the force to deflectthe rocker a corresponding amount under the light car (i.e., unloaded)condition, and may, for small deflections, have an equivalentforce/deflection curve slope that may be less than 10% of the forcedeflection characteristic of the longitudinal rocker.

FIG. 5

Thus far only primary wedge angles have been discussed. FIG. 5 shows anisometric view of an end portion of a truck bolster 210. As with all ofthe truck bolsters shown and discussed herein, bolster 210 issymmetrical about the central longitudinal vertical plane of the bolster(i.e., cross-wise relative to the truck generally) and symmetrical aboutthe vertical mid-span section of the bolster (i.e., the longitudinalplane of symmetry of the truck generally, coinciding with the railcarlongitudinal center line). Bolster 210 has a pair of spaced apartbolster pockets 212, 214 for receiving damper wedges 216, 218. Pocket212 is laterally inboard of pocket 214 relative to the side frame of thetruck more generally. Wear plate inserts 220, 222 are mounted in pockets212, 214 along the angled wedge face.

As can be seen, wedges 216, 218 have a primary angle, a as measuredbetween vertical and the angled trailing vertex 228 of outboard face230. For the embodiments discussed herein, primary angle α may tend tolie in the range of 35-55 degrees, possibly about 40-50 degrees. Thissame angle α is matched by the facing surface of the bolster pocket, beit 212 or 214. A secondary angle β gives the inboard, (or outboard),rake of the sloped surface 224, (or 226) of wedge 216 (or 218). The truerake angle can be seen by sighting along plane of the sloped face andmeasuring the angle between the sloped face and the planar outboard face230. The rake angle is the complement of the angle so measured. The rakeangle may tend to be greater than 5 degrees, may lie in the range of 5to 20 degrees, and is preferably about 10 to 15 degrees. A modest rakeangle may be desirable.

When the truck suspension works in response to track perturbations, thedamper wedges may tend to work in their pockets. The rake angles yield acomponent of force tending to bias the outboard face 230 of outboardwedge 218 outboard against the opposing outboard face of bolster pocket214. Similarly, the inboard face of wedge 216 may tend to be biasedtoward the inboard planar face of inboard bolster pocket 212. Theseinboard and outboard faces of the bolster pockets may be lined with alow friction surface pad, indicated generally as 232. The left hand andright hand biases of the wedges may tend to keep them apart to yield thefull moment arm distance intended, and, by keeping them against theplanar facing walls, may tend to discourage twisting of the dampers inthe respective pockets.

Bolster 210 includes a middle land 234 between pockets 212, 214, againstwhich another spring 236 may work. Middle land 234 is such as might befound in a spring group that is three (or more) coils wide. However,whether two, three, or more coils wide, and whether employing a centralland or no central land, bolster pockets can have both primary andsecondary angles as illustrated in the example embodiment of FIG. 5 a,with or without wear inserts.

Where a central land, e.g., land 234, separates two damper pockets, theopposing side frame column wear plates need not be monolithic. That is,two wear plate regions could be provided, one opposite each of theinboard and outboard dampers, presenting planar surfaces against whichthe dampers can bear. The normal vectors of those regions may beparallel, the surfaces may be co-planar and perpendicular to the longaxis of the side frame, and may present a clear, un-interrupted surfaceto the friction faces of the dampers.

FIG. 1 e

FIG. 1 e shows an example of a three piece railroad car truck, showngenerally as 250. Truck 250 has a truck bolster 252, and a pair ofsideframes 254. The spring groups of truck 250 are indicated as 256.Spring groups 256 are spring groups having three springs 258 (inboardcorner), 260 (center) and 262 (outboard corner) most closely adjacent tothe sideframe columns 254. A motion calming, kinematic energydissipating element, in the nature of a friction damper 264, 266 ismounted over each of central springs 260.

Friction damper 264, 266 has a substantially planar friction face 268mounted in facing, planar opposition to, and for engagement with, a sideframe wear member in the nature of a wear plate 270 mounted to sideframecolumn 254. The base of damper 264, 266 defines a spring seat, or socket272 into which the upper end of central spring 260 seats. Damper 264,266 has a third face, being an inclined slope or hypotenuse face 274 formating engagement with a sloped face 276 inside sloped bolster pocket278. Compression of spring 260 under an end of the truck bolster maytend to load damper 264 or 266, as may be, such that friction face 268is biased against the opposing bearing face of the sideframe column,280. Truck 250 also has wheelsets whose bearings are mounted in thepedestal 284 at either ends of the side frames 254. Each of thesepedestals may accommodate one or another of the sideframe to bearingadapter interface assemblies described above and may thereby have ameasure of self steering.

In this embodiment, vertical face 268 of friction damper 264, 266 mayhave a bearing surface having a co-efficient of static friction, μ_(s),and a co-efficient of dynamic or kinetic friction, μ_(k), that may tendto exhibit little or no “stick-slip” behaviour when operating againstthe wear surface of wear plate 270. In one embodiment, the coefficientsof friction are within 10% of each other. In another embodiment thecoefficients of friction are substantially equal and may besubstantially free of stick-slip behaviour. In one embodiment, when dry,the coefficients of friction may be in the range of 0.10 to 0.45, may bein the narrower range of 0.15 to 0.35, and may be about 0.30. Frictiondamper 264, 266 may have a friction face coating, or bonded pad 286having these friction properties, and corresponding to those inserts orpads described in the context of FIGS. 6 a-6 c, and FIGS. 7 a-7 h.Bonded pad 286 may be a polymeric pad or coating. A low friction, orcontrolled friction pad or coating 288 may also be employed on thesloped surface of the damper. In one embodiment that coating or pad 288may have coefficients of static and dynamic friction that are within20%, or, more narrowly, 10% of each other. In another embodiment, thecoefficients of static and dynamic friction are substantially equal. Theco-efficient of dynamic friction may be in the range of 0.10 to 0.30,and may be about 0.20.

FIGS. 6 a to 6 c

The bodies of the damper wedges themselves may be made from a relativelycommon material, such as a mild steel or cast iron. The wedges may thenbe given wear face members in the nature of shoes, wear inserts or otherwear members, which may be intended to be consumable items. In FIG. 6 a,a damper wedge is shown generically as 300. The replaceable, frictionmodification consumable wear members are indicated as 302, 304. Thewedges and wear members may have mating male and female mechanicalinterlink features, such as the cross-shaped relief 303 formed in theprimary angled and vertical faces of wedge 300 for mating with thecorresponding raised cross shaped features 305 of wear members 302, 304.Sliding wear member 302 may be made of a material having specifiedfriction properties, and may be obtained from a supplier of suchmaterials as, for example, brake and clutch linings and the like, suchas Railway Friction Products. The materials may include materials thatare referred to as being non-metallic, low friction materials, and mayinclude UHMW polymers. Although FIGS. 6 a and 6 c show consumableinserts in the nature of wear plates, namely wear members 302, 304 theentire bolster pocket may be made as a replaceable part. It may be ahigh precision casting, or may include a sintered powder metal assemblyhaving suitable physical properties. The part so formed may then bewelded into place in the end of the bolster.

The underside of the wedges described herein, wedge 300 being typical inthis regard, may have a seat, or socket 307, for engaging the top end ofthe spring coil, whichever spring it may be, spring 262 being shown astypically representative. Socket 307 serves to discourage the top end ofthe spring from wandering away from the intended generally centralposition under the wedge. A bottom seat, or boss, for discouraginglateral wandering of the bottom end of the spring is shown in FIG. 1 eas item 308. It may be noted that wedge 300 has a primary angle, butdoes not have a secondary rake angle. In that regard, wedge 300 may beused as damper 264, 266 of truck 250 of FIG. 1 e, for example, and mayprovide friction damping with little or no “stick-slip” behaviour, butrather friction damping for which the coefficients of static and dynamicfriction are equal, or only differ by a small (less than about 20%,perhaps less than 10%) difference. Wedge 300 may be used in truck 250 inconjunction with a bi-directional bearing adapter of any of theembodiments described herein. Wedge 300 may also be used in a fourcornered damper arrangement, as in truck 22, for example, where wedgesmay be employed that may lack secondary angles.

FIGS. 7 a-7 h

Referring to FIGS. 7 a-7 e, a damper 310 is shown such as may be used intruck 22, or any of the other double damper trucks described herein,such as may have appropriately formed, mating bolster pockets. Damper310 is similar to damper 300, but may include both primary and secondaryangles. Damper 310 may, arbitrarily, be termed a right handed damperwedge. FIGS. 7 a-7 e are intended to be generic such that it may beunderstood also to represent the left handed, mirror image of a matingdamper with which damper 310 would form a matched pair.

Wedge 310 has a body 312 that may be made by casting or by anothersuitable process. Body 312 may be made of steel or cast iron, and may besubstantially hollow. Body 312 has a first, substantially planar platenportion 314 having a first face for placement in a generally verticalorientation in opposition to a sideframe bearing surface, for example, awear plate mounted on a sideframe column. Platen portion 314 may have arebate, or relief, or depression formed therein to receive a bearingsurface wear member, indicated as member 316. Member 316 may be amaterial having specific friction properties when used in conjunctionwith the sideframe column wear plate material. For example, member 316may be formed of a brake lining material, and the column wear plate maybe formed from a high hardness steel.

Body 312 may include a base portion 318 that may extend rearwardly fromand generally perpendicularly to, platen portion 314. Base portion 318may have a relief 320 formed therein in a manner to form, roughly, thenegative impression of an end of a spring coil, such as may receive atop end of a coil of a spring of a spring group, such as spring 262.Base portion 318 may join platen portion 314 at an intermediate height,such that a lower portion 321 of platen portion 314 may dependdownwardly therebeyond in the manner of a skirt. That skirt portion mayinclude a corner, or wrap around portion 322 formed to seat around aportion of the spring.

Body 312 may also include a diagonal member in the nature of a slopedmember 324. Sloped member 324 may have a first, or lower end extendingfrom the distal end of base 318 and running upwardly and forwardlytoward a junction with platen portion 314. An upper region 326 of platenportion 314 may extend upwardly beyond that point of junction, such thatdamper wedge 310 may have a footprint having a vertical extent somewhatgreater than the vertical extent of sloped member 324. Sloped member 324may also have a socket or seat in the nature of a relief or rebate 328formed therein for receiving a sliding face member 330 for engagementwith the bolster pocket wear plate of the bolster pocket into whichwedge 310 may seat. As may be seen, sloped member 324 (and face member330) are inclined at a primary angle α, and a secondary angle β. Slidingface member 330 may be an element of chosen, possibly relatively low,friction properties (when engaged with the bolster pocket wear plate),such as may include desired values of coefficients of static and dynamicfriction. In one embodiment the coefficients of static and dynamicfriction may be substantially equal, may be about 0.2 (+/−20%, or, morenarrowly +/−10%), and may be substantially free of stick-slip behaviour.

In the alternative embodiment of FIG. 7 g, a damper wedge 332 is similarto damper wedge 310, but, in addition to pads or inserts for providingmodified or controlled friction properties on the friction face forengaging the sideframe column and on the face for engaging the slope ofthe bolster pocket, damper wedge 332 may have pads or inserts such aspad 334 on the side faces of the wedge for engaging the side faces ofthe bolster pockets. In this regard, it may be desirable for pad 334 tohave low coefficients of friction, and to tend to be free of stick slipbehaviour. The friction materials may be cast or bonded in place, andmay include mechanical interlocking features, such as shown in FIG. 6 a,or bosses, grooves, splines, or the like such as may be used for thesame purpose. Similarly, in the alternative embodiment of FIG. 7 h, adamper wedge 336 is provided in which the slope face insert or pad, andthe side wall insert or pad form a continuous, or monolithic, element,indicated as 338. The material of the pad or insert may, again, be castin place, and may include mechanical interlock features.

FIGS. 8 a-8 f

FIGS. 8 a-8 f show an alternate bearing adapter assembly to that of FIG.3 a. The assembly, indicated generally as 350, may differ from that ofFIG. 3 a insofar as bearing adapter 344 may have an upper surface 346that may be a load bearing interface surface of significant extent, thatmay be substantially planar and horizontal, such that it may act as abase upon which to seat a rocker element, 348. Rocker element 348 mayhave an upper, or rocker, surface 352 having a suitable profile, such asa compound curvatures having lateral and longitudinal radii ofcurvature, for mating with a corresponding rocker engagement surface ofa pedestal seat liner 354. As noted above, in the general case each ofthe two rocking engagement surface may have both lateral andlongitudinal radii of curvature, such that there are mating lateral maleand female radii, and mating longitudinal male and female radii. In oneembodiment, both the female radii may be infinite, such that thepedestal seat may have a planar engagement surface, and the pedestalseat liner may be a wear liner, or similar device.

Rocker element 348 may also have a lower surface 356 for seating on,mating with, and for transferring loads into, upper surface 346 over arelatively large surface area, and may have a suitable through thicknessfor diffusing vertical loading from the zone of rolling contact to thelarger area of the land (i.e., surface 346, or a portion thereof) uponwhich rocker element 348 sits. Lower surface 356 may also include akeying, or indexing feature 358 of suitable shape, and may include acentering feature 360, both to aid in installation, and to aid inre-centering rocker element 348 in the event that it should be temptedto migrate away from the central position during operation. Indexingfeature 358 may also include an orienting element for discouragingmisorientation of rocker element 348. Indexing feature 358 may be acavity 362 of suitable shape to mate with an opposed button 364 formedon the upper surface 346 of bearing adapter 344. If this shape isnon-circular, it may tend to admit of only one permissible orientation.The orienting element may be defined in the plan form shape of cavity362 and button 364. Where the various radii of curvature of rockerelement 348 differ in the lateral and longitudinal directions, it may bethat two positions 180 degrees out of phase may be acceptable, whereasanother orientation may not. While an ellipse of differing major andminor axes may serve this purpose, the shape of cavity 362 and button364 may be chosen from a large number of possibilities, and may have acruciform or triangular shape, or may include more than one raisedfeature in an asymmetrical pattern, for example. The centering featuremay be defined in the tapered, or sloped, flanks 368 and 370 of cavity362 and button 364 respectively, in that, once positioned such thatflanks 368 and 370 begin to work against each other, a normal forceacting downward on the interface may tend to cause the parts to centerthemselves.

Rocker element 348 has an external periphery 372, defining a footprint.Resilient members 374 may be taken as being the same as resilientmembers 156, noted above, except insofar as resilient members 374 mayhave a depending end portion for nesting about the thrust block of a jawof the pedestal, and also a predominantly horizontally extending portion376 for overlying a substantial portion of the generally flat orhorizontal upper region of bearing adapter 344. That is, the outlyingregions of surface 346 of bearing adapter 344 may tend to be generallyflat, and may tend, due to the general thickness of rocker element 348,to be compelled to stand in a spaced apart relationship from theopposed, downwardly facing surface of the pedestal seat, such as may be,for example, the exposed surface of a wear liner such as item 354, or aseat such as item 168, or such other mating part as may be suitable.Portion 376 is of a thickness suitable for lying in the gaps so defined,and may tend to be thinner than the mean gap height so as not tointerfere with operation of the rocker elements. Horizontally extendingportion 376 may have the form of a skirt such as may include a pair ofleft and right hand arms or wings 378 and 380 having a profile, whenseen in plan view, for embracing a portion of periphery 372. Resilientmember 374 has a relief 382 defined in the inwardly facing edge. Whererocker member 348 has outwardly extending blisters, or cusps, akin toitem 164, relief 382 may function as an indexing or orientation feature.A relatively coarse engagement of rocker element 348 may tend to resultin wings 378 and 380 urging rocker element 348 to a generally centeredposition relative to bearing adapter 344. This coarse centering may tendto cause cavity 362 to pick up on button 364, such that rocker member348 is then urged to the desired centered position by a fine centeringfeature, namely the chamfered flanks 368, 370. The root of portion 376may be relieved by a radius 384 adjacent the juncture of surface 346with the end wall 386 of bearing adapter 348 to discourage chaffing ofresilient member 372, 374 at that location. Without the addition of amultiplicity of drawings, it may be noted that rocker element 348 could,alternatively, be inverted so as to, seat in an accommodation formed inthe pedestal roof, with a land facing toward the roof, and a rockingsurface facing toward a mating bearing adapter, be it adapter 44 or someother.

FIGS. 9 a and 9 b

FIG. 9 a shows an alternative arrangement to that of FIG. 3 a or FIG. 8a. In the wheelset to sideframe interface assembly of FIG. 9 a,indicated generally as 400, bearing adapter 404 may be substantiallysimilar to bearing adapter 344, and may have an upper surface 406 and arocker element 408 that interact in the same manner as rocker element348 interacts with surface 346. (Or, in the inverted case, the rockerelement may be seated in the pedestal roof, and the bearing adapter mayhave a mating upwardly facing rocker surface). The rocker element mayinteract with a pedestal seat fitting 410 such as may be a wear linerseated in the pedestal roof. Rocker element 408 and the body of bearingadapter 404 may have mating indexing features as described in thecontext of FIGS. 8 a to 8 e.

Rather than two resilient members, such as items 374, however, assembly400 employs a single resilient member 412, such as may be a monolithiccast material, be it polyurethane or a suitable rubber or rubberlikematerial such as may be used, for example, in making an LC pad or aPennsy pad. An LC pad is an elastomeric bearing adapter pad availablefrom Lord Corporation of Erie Pa. An example of an LC pad may beidentified as Standard Car Truck Part Number SCT 5578. In this instance,resilient member 412 has first and second end portions 414, 416 forinterposition between the thrust lugs of the jaws of the pedestal andthe ends 418 and 420 of the bearing adapter. End portions 414, 416 maytend to be a bit undersize so that, once the roof liner is in place,they may slide vertically into place on the thrust lugs, possibly in amodest interference fit. The bearing adapter may slide into placethereafter, and again, may do so in a slight interference fit, carryingthe rocker element 408 with it into place.

Resilient member 412 may also have a central or medial portion 422extending between end portions 414, 416. Medial portion 422 may extendgenerally horizontally inward to overlie substantial portions of theupper surface bearing adapter 404. Resilient member 412 may have anaccommodation 424 formed therein, be it in the nature of an aperture, orthrough hole, having a periphery of suitable extent to admit rockerelement 408, and so to permit rocker element 408 to extend at leastpartially through member 412 to engage the mating rocking element of thepedestal seat. It may be that the periphery of accommodation 422 ismatched to the shape of the footprint of rocker element 408 in themanner described in the context of FIGS. 8 a to 8 e to facilitateinstallation and to facilitate location of rocker element 408 on bearingadapter 404. In one embodiment resilient member 412 may be formed in themanner of a Pennsy Pad with a suitable central aperture formed therein.

FIG. 9 b shows a Pennsy pad installation. In this installation, abearing adapter is indicated as 430, and an elastomeric member, such asmay be a Pennsy pad, is indicated as 432. On installation, member 432seats between the pedestal roof and the bearing adapter. The term“Pennsy pad”, or “Pennsy Adapter Plus”, refers to a kind of elastomericpad developed by Pennsy Corporation of Westchester Pa. One example ofsuch a pad is illustrated in U.S. Pat. No. 5,562,045 of Rudibaugh etal., issued Oct. 6, 1996 (and which is incorporated herein byreference). FIG. 9 b may include a pad 432 and bearing adapter of 430the same, or similar, nature to those shown and described in the U.S.Pat. No. 5,562,045 patent. The Pennsy pad may tend to permit a measureof passive steering. The Pennsy pad installation of FIG. 9 b can beinstalled in the sideframe of FIG. 1 a, in combination with a fourcornered damper arrangement, as indicated in FIGS. 1 a-1 d. In thisembodiment the truck may be a Barber S2HD truck, modified to carry adamper arrangement, such as a four-cornered damper arrangement, such asmay have an enhanced restorative tendency in the face of non-squaredeformation of the truck, having dampers that may include frictionsurfaces as described herein.

FIGS. 10 a-10 e

FIG. 10 a shows a further alternate embodiment of wheelset to sideframeinterface assembly to that of FIG. 3 a or FIG. 8 a. In this instance,bearing adapter 444 may have an upper rocker surface of any of theconfigurations discussed above, or may have a rocker element in themanner of bearing adapter 344.

The underside of bearing adapter 444 may have not only acircumferentially extending medial groove, channel or rebate 446, havingan apex lying on the transverse plane of symmetry of bearing adapter444, but also a laterally extending underside rebate 448 such as maytend to lie parallel to the underlying longitudinal axis of the wheelsetshaft and bearing centreline (i.e., the axial direction) such that theunderside of bearing adapter 444 has four corner lands or pads 450arranged in an array for seating on the casing of the bearing. In thisinstance, each of the pads, or lands, may be formed on a curved surfacehaving a radius conforming to a body of revolution such as the outershell of the bearing. Rebate 448 may tend to lie along the apex of thearch of the underside of bearing adapter 444, with the intersection ofrebates 446 and 448. Rebate 448 may be relatively shallow, and may begently radiused into the surrounding bearing adapter body. The body ofbearing adapter 444 is more or less symmetrical about both itslongitudinal central vertical plane (i.e., on installation, that planelying vertical and parallel to, if not coincident with, the longitudinalvertical central plane of the sideframe), and also about its transversecentral plane (i.e., on installation, that plane extending verticallyradially from the center line of the axis of rotation of the bearing andof the wheelset shaft). It may be noted that axial rebate 448 may tendto lie at the section of minimum cross-sectional area of bearing adapter444. In the view of the present inventors, rebates 446 and 448 may tendto divide, and spread, the vertical load carried through the rockerelement over a larger area of the casing of the bearing, and hence tomore evenly distribute the load into the elements of the bearing thanmight otherwise be the case. It is thought that this may tend toencourage longer bearing life.

In the general case, bearing adapter 444 may have an upper surfacehaving a crown to permit self-steering, or may be formed to accommodatea self-steering apparatus such as an elastomeric pad, such as a PennsyPad or other pad. In the event that a rocker surface is employed,whether by way of a separable insert, or a disc, or is integrally formedin the body of the bearing adapter, the location of the contact of therocker in the resting position may tend to lie directly above the centerof the bearing adapter, and hence above the intersection of the axialand circumferential rebates in the underside of bearing adapter 444.

FIGS. 11 a-11 f

FIGS. 11 a-11 f show views of a bearing adapter 452, a pedestal seatinsert 454 and elastomeric bumper pad members 456, as an assembly forinsertion between bearing 46 and sideframe 26. Bearing adapter 452 andpad members 456 are generally similar to bearing adapter 171 and members156, respectively. They differ, however, insofar as bearing adapter 452has thrust block standoff elements 460, 462 located at either endthereof, and the lower corners of bumpers 456 have been truncatedaccordingly. It may be that for a certain range of deflection, anelastomeric response is desired, and may be sufficient to accommodate ahigh percentage of in-service performance. However, excursion beyondthat range of deflection might tend to cause damage, or reduction inlife, to pad members 456. Standoff elements 460, 462 may act as limitingstops to bound that range of motion. Standoff elements 460, 462 may havethe form of shelves, or abutments, or stops 466, 468 mounted to, andstanding proud of, the laterally inwardly facing faces of the cornerabutment portions 470, 472 of bearing adapter 452 more generally. Asinstalled, stops 466, 468 underlie toes 474, 476 of members 456. As maybe noted, toes 474, 476 have a truncated appearance as compared to thetoes of member 356 in order to stand clear of stops 466, 468 oninstallation. In the at rest, centered condition, stops 466, 468 maytend to stand clear of the pedestal jaw thrust blocks by some gapdistance. When the lateral deflection of the elastomer in member 456reaches the gap distance, the thrust lug may tend to bottom against stop466 or 468, as the case may be. The sheltering width of stops 466, 468(i.e., the distance by which they stand proud of the inner face ofcorner abutment portions 470, 472) may tend to provide a reservecompression zone for wings 475, 477 and may thereby tend to prevent themfrom being unduly squeezed or pinched. Pedestal seat insert 454 may begenerally similar to liner 354, but may include radiused bulges 480,482, and a thicker central portion 484. Bearing adapter 452 may includea central bi-directional rocker portion 486 for mating rockingengagement with the downwardly facing rocking surface of central portion484. The mating surfaces may conform to any of the combinations ofbi-directional rocking radii discussed herein. Rocker portion 486 may betrimmed laterally as at longitudinally running side shoulders 488, 490to accommodate bulges 480, 482.

Bearing adapter 452 may also have different underside grooving, 492 inthe nature of a pair of laterally extending tapered lobate depressions,cavities, or reliefs 494, 496 separated by a central bridge region 498having a deeper section and flanks that taper into reliefs 494, 496.Reliefs 494, 496 may have a major axis that runs laterally with respectto the bearing adapter itself, but, as installed, runs axially withrespect to the axis of rotation of the underlying bearing. The absenceof material at reliefs 494, 496 may tend to leave a generally H-shapedfootprint on the circumferential surface 500 that seats upon the outsideof bearing 46, in which the two side regions, or legs, of the H formlands or pads 502, 504 joined by a relatively narrow waist, namelybridge region 498. To the extent that the undersurface of the lowerportion of bearing adapter 452 conforms to an arcuate profile, such asmay accommodate the bearing casing, reliefs 494, 496 may tend to run, orextend, predominantly along the apex of the profile, between the pads,or lands, that lie to either side. This configuration may tend to spreadthe rocker rolling contact point load into pads 502, 504 and thence intobearing 46. Bearing life may be a function of peak load in the rollers.By leaving a space between the underside of the bearing adapter and thetop center of the bearing casing over the bearing races, reliefs 494,496 may tend to prevent the vertical load being passed in a concentratedmanner predominantly into the top rollers in the bearing. Instead, itmay be advantageous to spread the load between several rollers in eachrace. This may tend to be encouraged by employing spaced apart pads orlands, such as pads 502, 504, that seat upon the bearing casing. Centralbridge region 498 may seat above a section of the bearing casing underwhich there is no race, rather than directly over one of the races.Bridge region 498 may act as a central circumferential ligature, ortension member, intermediate bearing adapter end arches 506, 508 such asmay tend to discourage splaying or separation of pads 502, 504 away fromeach other as vertical load is applied.

FIGS. 12 a-12 d

FIGS. 12 a to 12 d show an alternate assembly to that of FIG. 11 a,indicated generally as 510 for seating in a sideframe 512. Bearing 46and bearing adapter 452 may be as before. Assembly 510 may include anupper rocker fitting identified as pedestal seat member 514, andresilient members 516. Sideframe 512 may be such that the upper rockerfitting, namely pedestal seat member 514 may have a greater throughthickness, t_(s), than otherwise. This thickness, t_(s) may be greaterthan 10% of the magnitude of the width W_(s) of the pedestal seatmember, and may be about 20 (+/−5) % of the width. In one embodiment thethickness may be roughly the same as the thickness of and ‘LC pad’ suchas may be obtained from Lord Corporation. Such thickness may be greaterthan 7/16″, and such thickness may be 1 inch (+/−⅛″). Pedestal seatmember 514 may tend to have a greater thickness for enhancing thespreading of the rocker contact load into sideframe 512. It may also beused as part of a retro-fit installation in sideframes such as mayformerly have been made to accommodate LC pads.

Pedestal seat member 514 may have a generally planar body 518 havingupturned lateral margins 520 for bracketing, and seating about, thelower edges of the sideframe pedestal roof member 522. The major portionof the upper surface of body 518 may tend to mate in planar contact withthe downwardly facing surface of roof member 522. Seat member 514 mayhave protruding end potions 524 that extend longitudinally from themain, planar portion of body 518. End portions 524 may include a deepernose section 526, that may stand downwardly proud of two wings 528, 530.The depth of nose section 526 may correspond to the general throughthickness depth of member 514. The lower, downwardly facing surface 532of member 518 (as installed) may be formed to mate with the uppersurface of the bearing adapter, such that a bi-directional rockinginterface is achieved, with a combination of male and female rockingradii as described herein. In one embodiment the female rocking surfacemay be planar.

Resilient members 516 may be formed to engage protruding portions 524.That is, resilient member 516 may have the generally channel shaped forof resilient member 156, having a lateral web 534 standing between apair of wings 536, 538. However, in this embodiment, web 534 may extend,when installed, to a level below the level of stops 466, 468, and therespective base faces 540, 542 of wings 536, 538 are positioned to sitabove stops 466, 468. A superior lateral wall, or bulge, 544 surmountsthe upper margin of web 534, and extends longitudinally, such as maypermit it to overhang the top of the sideframe jaw thrust lug 546. Theupper surface of bulge 544 may be trimmed, or flattened to accommodatenose section 526. The upper extremities of wings 536, 538 terminate inknobs, or prongs, or horns 548, 550 that stand upwardly proud of theflattened surface 552 of bulge 544. As installed, the upper ends ofhorns 548, 550 underlie the downwardly facing surfaces of wings 536,538.

In the event that an installer might attempt to install bearing adapter452 in sideframe 512 without first placing pedestal seat member 512 inposition, the height of horns 548, 550 is sufficient to prevent therocker surface of bearing adapter 452 from engaging sideframe roofmember 522. That is, the height of the highest portion of the crown ofthe rocker surface 552 of the bearing adapter is less than the height ofthe ends of horns 548, 550 when horns 548, 550 are in contact with stops466, 468. However, when pedestal seat member 512 is correctly in place,nose section 526 is located between wings 536, 538, and wings 536, 538are captured above horns 548, 550. In this way, resilient members 514,and in particular horns 548, 550, act as installation error detectionelements, or damage prevention elements.

The steps of installation may include the step of removing an existingbearing adapter, removing an existing elastomeric pad, such as an LCpad, installing pedestal seat fitting 514 in engagement with roof 522;seating of resilient members 514 above each of thrust lugs 546; andsliding bearing adapter 452 between resilient pad members 514. Resilientpad members 514 then serve to locate other elements on assembly, toretain those elements in service, and to provide a centering bias to themating rocker elements, as discussed above.

Compound Pendulum Geometry

The various rockers shown and described herein may employ rockingelements that define compound pendulums—that is, pendulums for which themale rocker radius is non-zero, and there is an assumption of rolling(as opposed to sliding) engagement with the female rocker. Theembodiment of FIG. 2 a (and others) for example, shows a bi-directionalcompound pendulum. The performance of these pendulums may affect bothlateral stiffness and self-steering on the longitudinal rocker.

The lateral stiffness of the suspension may tend to reflect thestiffness of (a) the sideframe between (i) the bearing adapter and (ii)the bottom spring seat (that is, the sideframes swing laterally); (b)the lateral deflection of the springs between (i) the lower spring seatand (ii) the upper spring seat mounting against the truck bolster, and(c) the moment between (i) the spring seat in the sideframe and (ii) theupper spring mounting against the truck bolster. The lateral stiffnessof the spring groups may be approximately ½ of the vertical springstiffness. For a 100 or 110 Ton truck designed for 263,000 or 286,000lbs GWR, vertical spring group stiffness might be 25-30,000 Lbs./in.,assuming two groups per truck, and two trucks per car, giving a lateralspring stiffness of 13-16,000 Lbs./in. The second component of stiffnessrelates to the lateral rocking deflection of the sideframe. The heightbetween the bottom spring seat and the crown of the bearing adaptermight be about 15 inches (+/−). The pedestal seat may have a flatsurface in line contact on a 60 inch radius bearing adapter crown. For aloaded 286,000 lbs. car, the apparent stiffness of the sideframe due tothis second component may be 18,000-25,000 Lbs./in, measured at thebottom spring seat. Stiffness due to the third component, unequalcompression of the springs, is additive to sideframe stiffness. It maybe of the order of 3000-3500 Lbs./in per spring group, depending on thestiffness of the springs and the layout of the group. The total lateralstiffness for one sideframe for an S2HD 110 Ton truck may be about 9200Lbs./inch per side frame.

An alternate truck is the “Swing Motion” truck, such as shown at page716 in the 1980 Car and Locomotive Cyclopedia (1980, Simmons-Boardman,Omaha). In a swing motion truck, the sideframe may act more like apendulum. The bearing adapter has a female rocker, of perhaps 10 in.radius. A mating male rocker mounted in the pedestal roof may have aradius of perhaps 5 in. Depending on the geometry, this may yield asideframe resistance to lateral deflection in the order of ¼ (or less)to about ½ of what might otherwise be typical. If combined with thespring group stiffness, the relative softness of the pendulum may bedominant. Lateral stiffness may then be less governed by vertical springstiffness. Use of a rocking lower spring seat may reduce, or eliminate,lateral stiffness due to unequal spring compression. Swing motion truckshave used transoms to link the side frames, and to lock them againstnon-square deformation. Other substantially rigid truck stiffeningdevices such as lateral unsprung rods or a “frame brace” of diagonalunsprung bracing have been used. Lateral unsprung bracing may increaseresistance to rotation of the sideframes about the long axis of thetruck bolster.

A formula may be used for estimation of truck lateral stiffness:k _(truck)=2×[(k _(sideframe))⁻¹+(k _(spring shear))⁻¹]⁻¹where

-   -   k_(sideframe)=[k_(pendulum)+k_(spring moment)]    -   k_(spring shear)=The lateral spring constant for the spring        group in shear.    -   k_(pendulum)=The force required to deflect the pendulum per unit        of deflection, as measured at the center of the bottom spring        seat.    -   k_(spring moment)=The force required to deflect the bottom        spring seat per unit of sideways deflection against the twisting        moment caused by the unequal compression of the inboard and        outboard springs.

In a pendulum, the relationship of weight and deflection is roughlylinear for small angles, analogous to F=kx, in a spring. A lateralconstant can be defined as k_(pendulum)=W/L, where W is weight, and L ispendulum length. An approximate equivalent pendulum length can bedefined as L_(eq)=W/k_(pendulum). W is the sprung weight on thesideframe. For a truck having L=15 and a 60″ crown radius, L_(eq) mightbe about 3 in. For a swing motion truck, L_(eq) may be more than doublethis.

A formula for a longitudinal (i.e., self-steering) rocker as in FIG. 2a, may also be defined:F/δ _(long) =k _(long)=(W/L)[[(1/L)/(1/r ₁−1/R ₁)]−1]Where:

-   -   k_(long) is the longitudinal constant of proportionality between        longitudinal force and longitudinal deflection for the rocker.    -   F is a unit of longitudinal force, applied at the centerline of        the axle    -   δ_(long) is a unit of longitudinal deflection of the centreline        of the axle    -   L is the distance from the centreline of the axle to the apex of        male portion 116.    -   R₁ is the longitudinal radius of curvature of the female hollow        in the pedestal seat 38.    -   r₁ is the longitudinal radius of curvature of the crown of the        male portion 116 on the bearing adapter

In this relationship, R₁ is greater than r₁, and (1/L) is greater than[(1/r₁)−(1/R₁)], and, as shown in the illustrations, L is smaller thaneither r₁ or R₁. In some embodiments herein, the length L from thecenter of the axle to apex of the surface of the bearing adapter, at thecentral rest position may typically be about 5¾to 6 inches (+/−), andmay be in the range of 5-7 inches. Bearing adapters, pedestals, sideframes, and bolsters are typically made from steel. The present inventoris of the view that the rolling contact surface may preferably be madeof a tool steel, or a similar material.

In the lateral direction, an approximation for small angular deflectionsis:k _(pendulum)=(F ₂/δ₂)=(W/L _(pend.))[[(1/L _(pend.))/((1/R_(Rocker))−(1/R _(Seat)))]+1]where:

-   -   k_(pendulum)=the lateral stiffness of the pendulum    -   F₂=the force per unit of lateral deflection applied at the        bottom spring seat    -   δ₂=a unit of lateral deflection    -   W=the weight borne by the pendulum    -   L_(pend.)=the length of the pendulum, as undeflected, between        the contact surface of the bearing adapter to the bottom of the        pendulum at the spring seat    -   R_(Rocker)=r₂=the lateral radius of curvature of the rocker        surface    -   R_(Seat)=R₂=the lateral radius of curvature of the rocker seat

Where R_(Seat) and R_(Rocker) are of similar magnitude, and are notunduly small relative to L, the pendulum may tend to have a relativelylarge lateral deflection constant. Where R_(Seat) is large compared to Lor R_(Rocker), or both, and can be approximated as infinite (i.e., aflat surface), this formula simplifies to:k _(pendulum)=(F _(lateral)/δ_(lateral))=(W/L _(pend.))[(R _(Rocker) /L_(pendulum))+1]

Using this number in the denominator, and the design weight in thenumerator yields an equivalent pendulum length, L_(eq.)=W/k_(pendulum)

The sideframe pendulum may have a vertical length measured (whenundeflected) from the rolling contact interface at the upper rocker seatto the bottom spring seat of between 12 and 20 inches, perhaps between14 and 18 inches. The equivalent length L_(eq), may be in the range ofgreater than 4 inches and less than 15 inches, and, more narrowly, 5inches and 12 inches, depending on truck size and rocker geometry.Although truck 20 or 22 may be a 70 ton special, a 70 ton, 100 ton, 110ton, or 125 ton truck, truck 20 or 22 may be a truck size having 33 inchdiameter, or 36 or 38 inch diameter wheels. In some embodiments herein,the ratio of male rocker radius R_(Rocker) to pendulum length,L_(pend.), may be 3 or less, in some instances 2 or less. In laterallyquite soft trucks this value may be less than 1. The factor[(1/L_(pend.))/((1/R_(Rocker))−(1/R_(Seat)))], may be less than 3, and,in some instances may be less than 2½. In laterally quite soft trucks,this factor may be less than 2. In those various embodiments, thelateral stiffness of the lateral rocker pendulum, calculated at themaximum truck capacity, or the GWR limit for the railcar more generally,may be less than the lateral shear stiffness of the associated springgroup. Further, in those various embodiments the truck may be free oflateral unsprung bracing, whether in terms of a transom, laterallyextending parallel rods, or diagonally crisscrossing frame bracing orother unsprung stiffeners. In those embodiments the trucks may have fourcornered damper groups driven by each spring group.

In the trucks described herein, for their fully laden design conditionwhich may be determined either according to the AAR limit for 70, 100,110 or 125 ton trucks, or, where a lower intended lading is chosen, thenin proportion to the vertical sprung load yielding 2 inches of verticalspring deflection in the spring groups, the equivalent lateral stiffnessof the sideframe, being the ratio of force to lateral deflection,measured at the bottom spring seat, may be less than the horizontalshear stiffness of the springs. In some embodiments, particularly forrelatively low density fragile, high valued lading such as automobiles,consumer goods, and so on. The equivalent lateral stiffness of thesideframe k_(sideframe) may be less than 6000 lbs./in. and may bebetween about 3500 and 5500 lbs./in., and perhaps in the range of3700-4100 lbs./in. For example, in one embodiment a 2×4 spring group has8 inch diameter springs having a total vertical stiffness of 9600lbs./in. per spring group and a corresponding lateral shear stiffnessk_(spring shear) of 8200 lbs./in. The sideframe has a rigidly mountedlower spring seat. It may be used in a truck with 36 inch wheels. Inanother embodiment, a 3×5 group of 5½ inch diameter springs is used,also having a vertical stiffness of about 9600 lbs./in., in a truck with36 inch wheels. It may be that the vertical spring stiffness per springgroup lies in the range of less than 30,000 lbs./in., that it may be inthe range of less than 20,000 lbs./in and that it may perhaps be in therange of 4,000 to 12000 lbs./in, and may be about 6000 to 10,000lbs./in. The twisting of the springs may have a stiffness in the rangeof 750 to 1200 lbs./in. and a vertical shear stiffness in the range of3500 to 5500 lbs./in. with an overall sideframe stiffness in the rangeof 2000 to 3500 lbs./in.

In the embodiments of trucks having a fixed bottom spring seat, thetruck may have a portion of stiffness, attributable to unequalcompression of the springs equivalent to 600 to 1200 lbs./in. of lateraldeflection, when the lateral deflection is measured at the bottom of thespring seat on the sideframe. This value may be less than 1000 lbs./in.,and may be less than 900 lbs./in. The portion of restoring forceattributable to unequal compression of the springs may tend to begreater for a light car as opposed to a fully laden car.

Some embodiments, including those that may be termed swing motiontrucks, may have one or more features, namely that, in the lateralswinging direction r/R.<0.7; 3<r<30, or more narrowly, 4<r<20; and5<R<45, or more narrowly, 8<R<30, and in lateral stiffness, 2,000 lbs/in<k_(pendulum)<10,000 lbs/in, or expressed differently, the lateralpendulum stiffness in pounds per inch of lateral deflection at thebottom spring seat where vertical loads are passed into the sideframe,per pound of weight carried by the pendulum, may be in the range of 0.08and 0.2, or, more narrowly, 0.10 to 0.16.

Friction Surfaces

Dynamic response may be quite subtle. It is advantageous to reduceresistance to curving, and self steering may help in this regard. It isadvantageous to reduce the tendency for wheel lift to occur. A reductionin stick-slip behaviour in the dampers may improve performance in thisregard. Employment of dampers having roughly equal upward and downwardfriction forces may discourage wheel lift. Wheel lift may be sensitiveto a reduction in torsional linkage between the sideframes, as when atransom or frame brace is removed. While it may be desirable torsionallyto decouple the sideframes it may also be desirable to supplant aphysically locked relationship with a relationship that allows the truckto flex in a non-square manner, subject to a bias tending to return thetruck to its squared position such as may be obtained by employing thelarger resistive moment couple of doubled dampers as compared to singledampers. While use of laterally softy rockers, dampers with reducedstick slip behaviour, four-cornered damper arrangements, and selfsteering may all be helpful in their own right, it appears that they mayalso be inter-related in a subtle and unexpected manner. Self steeringmay function better where there is a reduced tendency to stick slipbehaviour in the dampers. Lateral rocking in the swing motion manner mayalso function better where the dampers have a reduced tendency to stickslip behaviour. Lateral rocking in the swing motion manner may tend towork better where the dampers are mounted in a four corneredarrangement. Counter-intuitively, truck hunting may not worsensignificantly when the rigidly locked relationship of a transom or framebrace is replaced by four cornered dampers (apparently making the trucksofter, rather than stiffer), and where the dampers are less prone tostick slip behaviour. The combined effect of these features may besurprisingly interlinked.

In the various truck embodiments described herein, there is a frictiondamping interface between the bolster and the sideframes. Either thesideframe columns or the damper (or both) may have a low or controlledfriction bearing surface, that may include a hardened wear plate, thatmay be replaceable if worn or broken, or that may include a consumablecoating or shoe, or pad. That bearing face of the motion calming,friction damping element may be obtained by treating the surface toyield desired coefficients of static and dynamic friction whether byapplication of a surface coating, and insert, a pad, a brake shoe orbrake lining, or other treatment. Shoes and linings may be obtained fromclutch and brake lining suppliers, of which one is Railway FrictionProducts. Such a shoe or lining may have a polymer based or compositematrix, loaded with a mixture of metal or other particles of materialsto yield a specified friction performance.

That friction surface may, when employed in combination with the opposedbearing surface, have a co-efficient of static friction, μ_(s), and aco-efficient of dynamic or kinetic friction, μ_(k). The coefficients mayvary with environmental conditions. For the purposes of thisdescription, the friction coefficients will be taken as being consideredon a dry day condition at 70 F. In one embodiment, when dry, thecoefficients of friction may be in the range of 0.15 to 0.45, may be inthe narrower range of 0.20 to 0.35, and, in one embodiment, may be about0.30. In one embodiment that coating, or pad, may, when employed incombination with the opposed bearing surface of the sideframe column,result in coefficients of static and dynamic friction at the frictioninterface that are within 20%, or, more narrowly, within 10% of eachother. In another embodiment, the coefficients of static and dynamicfriction are substantially equal.

Sloped Wedge Surface

Where damper wedges are employed, a generally low friction, orcontrolled friction pad or coating may also be employed on the slopedsurface of the damper that engages the wear plate (if such is employed)of the bolster pocket where there may be a partially sliding, partiallyrocking dynamic interaction. The present inventors consider the use of acontrolled friction interface between the slope face of the wedge andthe inclined face of the bolster pocket, in which the combination ofwear plate and friction member may tend to yield coefficients offriction of known properties, to be advantageous. In some embodimentsthose coefficients may be the same, or nearly the same, and may havelittle or no tendency to exhibit stick-slip behaviour, or may have areduced stick-slip tendency as compared to cast iron on steel. Further,the use of brake linings, or inserts of cast materials having knownfriction properties may tend to permit the properties to be controlledwithin a narrower, more predictable and more repeatable range such asmay yield a reasonable level of consistency in operation. The coating,or pad, or lining, may be a polymeric element, or an element having apolymeric or composite matrix loaded with suitable friction materials.It may be obtained from a brake or clutch lining manufacturer, or thelike. One such firm that may be able to provide such friction materialsis Railway Friction Products of 13601 Laurinburg Maxton Ai, Maxton N.C.;another may be Quadrant EPP USA, Inc., of 2120 Fairmont Ave., ReadingPa. In one embodiment, the material may be the same as that employed bythe Standard Car Truck Company in the “Barber Twin Guard”™ damper wedgewith polymer covers. In one embodiment the material may be such that acoating, or pad, may, when employed with the opposed bearing surface ofthe sideframe column, result in coefficients of static and dynamicfriction at the friction interface that are within 20%, or morenarrowly, within 10% of each other. In another embodiment, thecoefficients of static and dynamic friction are substantially equal. Theco-efficient of dynamic friction may be in the range of 0.15 to 0.30,and in one embodiment may be about 0.20.

A damper may be provided with a friction specific treatment, whether bycoating, pad or lining, on both the vertical friction face and the slopeface. The coefficients of friction on the slope face need not be thesame as on the friction face, although they may be. In one embodiment itmay be that the coefficients of static and dynamic friction on thefriction face may be about 0.3, and may be about equal to each other,while the coefficients of static and dynamic friction on the slope facemay be about 0.2, and may be about equal to each other. In either case,whether on the vertical bearing face against the sideframe column, or onthe sloped face in the bolster pocket, the present inventors consider itto be advantageous to avoid surface pairings that may tend to lead togalling, and stick-slip behaviour.

Spring Groups

The main spring groups may have a variety of spring layouts. Amongvarious double damper embodiments of spring layout are the following: D₁X₁ D₃ D₁ D₃ D₁ X₁ D₃ D₁ X₁ X₂ X₃ D₃ D₁ X₁ X₂ D₃ X₂ X₃ X₄ X₂ X₁ X₃ X₂ X₄X₅ X₆ X₇ X₈ D₂ X₃ X₄ D₄ D₂ X₅ D₄ D₂ X₄ D₄ D₂ X₃ D₄ D₂ X₉ X₁₀ X₁₁ D₄ 3 ×3 3:2:3 2:3:2 3 × 5 2 × 4

In these groups, D_(i) represents a damper spring, and X_(i) representsa non-damper spring.

In the context of 100 Ton or 110 Ton trucks, the inventors proposespring and damper combinations lying within 20% (and preferably within10%) of the following parameter envelopes:

(a) For a four wedge arrangement with all steel or iron damper surfaces,an envelope having an upper boundary according tok_(damper)=2.41(θ_(wedge))^(1.76), and a lower boundary according tok_(damper)=1.21(θ_(wedge))^(1.76).

(b) For a four wedge arrangement with all steel or iron damper surfaces,a mid range zone of k_(damper)=1.81(θ_(wedge))^(1.76)(+/−20%).

(c) For a four wedge arrangement with non-metallic damper surfaces, suchas may be similar to brake linings, an envelope having an upper boundaryaccording to k_(damper)=4.84(θ_(wedge))^(1.64), and a lower a lowerboundary according to k_(damper)=2.42(θ_(wedge))^(1.64) where the wedgeangle may lie in the range of 30 to 60 degrees.

(d) For a four wedge arrangement with non-metallic damper surfaces, amid range zone of k_(damper)=3.63(θ_(wedge))^(1.64)(+/−20%).

Where

k_(damper) is the side spring stiffness under each damper inlbs/in/damper

θ_(wedge)—is the associated primary wedge angle, in degrees

θ_(wedge) may tend to lie in the range of 30 to 60 degrees. In otherembodiments θ_(wedge) may lie in the range of 35-55 degrees, and instill other embodiments may tend to lie in the narrower range of 40 to50 degrees.

It may be advantageous to have upward and downward damping forces thatare not overly dissimilar, and that may in some cases tend to be roughlyequal. Frictional forces at the dampers may differ depending on whetherthe damper is being loaded or unloaded. The angle of the wedge, thecoefficients of friction, and the springing under the wedges can bevaried. A damper is being “loaded” when the bolster is moving downwardin the sideframe window, since the spring force is increasing, and hencethe force on the damper is increasing. Similarly, a damper is being“unloaded” when the bolster is moving upward toward the top of thesideframe window, since the force in the springs is decreasing. Theequations can be written as: $\begin{matrix}{{While}\quad{loading}\text{:}} & {F_{d} = {\mu_{c}F_{s}\frac{\left( {{{Cot}\quad(\Phi)} - \mu_{s}} \right)}{\left( {1 + {\left( {\mu_{s} - \mu_{c}} \right){Cot}\quad(\Phi)} + {\mu_{s}\mu_{c}}} \right)}}} \\{{While}\quad{unloading}\text{:}} & {F_{d} = {\mu_{c}F_{s}\frac{\left( {{{Cot}\quad(\Phi)} + \mu_{s}} \right)}{\left( {1 + {\left( {\mu_{c} - \mu_{s}} \right){Cot}\quad(\Phi)} + {\mu_{s}\mu_{c}}} \right)}}}\end{matrix}$Where:

-   -   F_(d)=friction force on the sideframe column    -   F_(s)=force in the spring    -   μ_(s)=coefficient of friction on the angled slope face on the        bolster    -   μ_(c)=the coefficient of friction against the sideframe column    -   Φ=the included angle between the angled face on the bolster and        the friction face bearing against the column

For a given angle, a friction load factor, C_(f) can be determined asC_(f)=F_(d)/F_(s). This load factor C_(f) will tend to be differentdepending on whether the bolster is moving up or down.

It may be advantageous to have different vertical spring rates in theempty and fully loaded conditions. To that end springs of differentheights may be employed, for example, to yield two or more verticalspring rates for the entire spring group. In this way, the dynamicresponse in the light car condition may be different from the dynamicresponse in a fully loaded car, where two spring rates are used.Alternatively, if three (or more) spring rates are used, there may be anintermediate dynamic response in a semi-loaded condition. In oneembodiment, each spring group may have a first combination of springsthat have a free length of at least a first height, and a second groupof springs of which each spring has a free length that is less than asecond height, the second height being less than the first height by adistance δ₁, such that the first group of springs will have a range ofcompression between the first and second heights in which the springrate of the group has a first value, namely the sum of the spring ratesof the first group of springs, and a second range in which the springrate of the group is greater, namely that of the first group plus thespring rate of at least one of the springs whose free height is lessthan the second height. The different spring rate regimes may yieldcorresponding different damping regimes.

For example, in one embodiment a car having a dead sprung weight (i.e.,the weight of the car body with no lading excluding the unsprung weightbelow the main spring such as the sideframes and wheelsets), of about35,000 to about 55,000 lbs (+/−5000 lbs) may have spring groups of whicha first portion of the springs have a free height in excess of a firstheight. The first height may, for example be in the range of about 9¾ to10¼ inches. When the car sits, unladen, on its trucks, the springscompress to that first height. When the car is operated in the light carcondition, that first portion of springs may tend to determine thedynamic response of the car in the vertical bounce, pitch-and-bounce,and side-to-side rocking, and may influence truck hunting behaviour. Thespring rate in that first regime may be of the order of 12,000 to 22,000lbs/in., and may be in the range of 15,000 to 20,000 lbs/in.

When the car is more heavily laden, as for example when the combinationof dead and live sprung weight exceeds a threshold amount, which maycorrespond to a per car amount in the range of perhaps 60,000 to 100,000lbs, (that is, 15,000 to 25,000 lbs per spring group for symmetricalloading, at rest) the springs may compress to, or past, a second height.That second height may be in the range of perhaps 8½ to 9¾ inches, forexample. At this point, the sprung weight is sufficient to begin todeflect another portion of the springs in the overall spring group,which may be some or all of the remaining springs, and the spring rateconstant of the combined group of the now compressed springs in thissecond regime may tend to be different, and larger than, the spring ratein the first regime. For example, this larger spring rate may be in therange of about 20,000-30,000 lbs/in., and may be intended to provide adynamic response when the sum of the dead and live loads exceed theregime change threshold amount. This second regime may range from thethreshold amount to some greater amount, perhaps tending toward an upperlimit, in the case of a 110 Ton truck, of as great as about 130,000 or135,000 lbs per truck. For a 100 Ton truck this amount may be 115,000 or120,000 lbs per truck.

Table 1 gives a tabulation of a number of spring groups that may beemployed in a 100 or 110 Ton truck, in symmetrical 3×3 spring layoutsand that have dampers in four-cornered groups. The last entry in Table 1is a symmetrical 2:3:2 layout of springs. The term “side spring” refersto the spring, or combination of springs, under each of the individuallysprung dampers, and the term “main spring” referring to the spring, orcombination of springs, of each of the main coil groups: TABLE 1 SpringGroup Combinations Group D7-G1 D7-G2 D7-G3 D7-G4 D7-G5 D5-G1 MainSprings 5 * D7-O 5 * D7-O 5 * D7-O 5 * D7-O 5 * D7-O 5 * D5-O 5 * D6-I5 * D6-I 5 * D8-I 5 * D8-I 5 * D7-I 5 * D6-I 5 * D6A 5 * D6A 5 * D8A 5 *D8A 5 * D8A — Side Springs 4 * B353 4 * B353 4 * NSC-1 4 * B353 4 * B3534 * B432 — 4 * B354 4 * B354 4 * NSC-2 4 * NSC-2 4 * B433 Group D5-G2D5-G3 D5-G4 D5-G5 D5-G6 D5-G7 Main Springs 5 * D5-O 5 * D5-O 5 * D5-O5 * D5-O 5 * D5-O 5 * D5-O 5 * D6-I 5 * D6-I 5 * D8-I 5 * D8-I 5 * D6-I5 * D6-I 5 * D6A — 5 * D8A 5 * D6A 5 * D6A — Side Springs 4 * B432 4 *B353 4 * B353 4 * B353 4 * B353 4 * B353 4 * B433 4 * B354 4 * B354 4 *B354 4 * B354 4 * B354 Group D5-G8 D5-G9 D5-G10 D5-G11 D5-G12 NSC 232-1Main Springs 5 * D5-O 5 * D5-O 5 * D5-O 5 * D5-O 5 * D5-O 3 * D51-O 5 *D6-I 5 * D6-I 5 * D8-I 5 * D8-I 5 * D5-I 3 * D61-I 5 * D6B 5 * D6A 5 *D8A 5 * D8A 5 * D6B 3 * D61A Side Springs 4 * NSC-1 4 * NSC-1 4 * NSC-14 * NSC-1 4 * B353 4 * B353-O 4 * NSC-2 4 * B354 4 * B354 4 * NSC-2 4 *NSC-2 4 * B354-I

In this tabulation, the terms NSC-1, NSC-2, D8, D8A and D6B refer tosprings of non-standard size proposed by the present inventors. Theproperties of these springs are given in Table 2a (main springs) and 2b(side springs), along with the properties of the other springs ofTable 1. TABLE 2a Main Spring Parameters Free Solid Free to Solid d -Wire Main Height Rate Height Solid Capacity Diameter Diameter Springs(in) (lbs/in) (in) (in) (lbs) (in) (in) D5 Outer 10.2500 2241.6 6.56253.6875 8266 5.500 0.9531 D51 Outer 10.2500 2980.6 6.5625 3.6875 109915.500 1.0000 D5 Inner 10.3125 1121.6 6.5625 3.7500 4206 3.3750 0.6250 D6Inner 9.9375 1395.2 6.5625 3.3750 4709 3.4375 0.6563 D61 Inner 10.18751835.9 6.5625 3.6250 6655 3.4375 0.6875 D6A Inner 9.0000 463.7 6.56253.3125 1536 2.0000 0.3750 Inner D61A 10.0000 823.6 5.6875 3.4375 28312.0000 0.3750 Inner Inner D7 Outer 10.8125 2033.6 6.5625 4.2500 86435.5000 0.9375 D7 Inner 10.7500 980.8 6.5625 4.1875 4107 3.5000 0.6250D6B Inner 9.7500 575.0 6.5625 3.1875 1833 2.0000 0.3940 Inner D8 Inner9.5500 1395.0 6.5625 2.9875 4168 3.4375 0.6563 D8 Inner 9.2000 575.06.5625 2.6375 1517 2.0000 0.3940 Inner

TABLE 2b Side Spring Parameters Free Solid Free to Solid Coil d - WireHeight Rate Height Solid Capacity Diameter Diameter Side Springs (in)(lbs/in) (in) (in) (lbs) (in) (in) B353 Outer 11.1875 1358.4 6.56254.6250 6283 4.8750 0.8125 B354 Inner 11.5000 577.6 6.5625 49375 28523.1250 0.5313 B355 Outer 10.7500 1358.8 6.5625 4.1875 5690 4.8750 0.8125B356 Inner 10.2500 913.4 6.5625 3.6875 3368 3.1250 0.5625 B432 Outer11.0625 1030.4 6.5625 4.5000 4637 3.8750 0.6719 B433 Inner 11.3750 459.26.5625 4.8125 2210 2.4063 0.4375 49427-1 Outer 11.3125 1359.0 6.56254.7500 6455 49427-2 Inner 10.8125 805.0 6.5625 4.2500 3421 B358 Outer10.7500 1546.0 6.5625 4.1875 6474 5.0000 0.8438 B359 Inner 11.3750 537.56.5625 4.8125 2587 3.1875 0.5313 52310-1 Outer 11.3125 855.0 6.56254.7500 4061 52310-2 Inner 8.7500 2444.0 6.5625 2.1875 5346 11-1-056212.5625 997.0 6.5625 6.0000 5982 Outer 11-1-0563 12.6875 480.0 6.56256.1250 2940 Outer NSC-1 Outer 11.1875 952.0 6.5625 4.6250 4403 4.87500.7650 NSC-2 Inner 11.5000 300.0 6.5625 4.9375 1481 3.0350 0.4580

Table 3 provides a listing of truck parameters for a number of knowntrucks, and for trucks proposed by the present inventors. In the firstinstance, the truck embodiment identified as No. 1 may be taken toemploy damper wedges in a four-cornered arrangement in which the primarywedge angle is 45 degrees and the damper wedges have steel bearingsurfaces. In the second instance, the truck embodiment identified as No.2, may be taken to employ damper wedges in a four-cornered arrangementin which the primary wedge angle is 40 degrees, and the damper wedgeshave non-metallic bearing surfaces. TABLE 3 Truck Parameters NACO ASFSuper ASF Swing Barber Barber Service Motion No. 3 Motion S-2-E S-2-HDRideMaster Control No. 1 No. 2 2:3:2 Main 6 * D7-O 7 * D5-O 6 * D5-O 7 *D5-O 7 * D5-O 5 * D5-O 5 * D5-O 3 * D51-O Springs 7 * D7-I 7 * D5-I 7 *D6-I 7 * D5-I 5 * D5-I 5 * D8-I 5 * D6-I 3 * D61-I 4 * D6A 4 * D6A 2 *D6A 5 * D8A 5 * D6A 3 * D61-A Side 2 * 49427-1 2 * B353 2 * B353 2 *5062 2 * 5062 2*NSC-1 4 * B353 4 * B353 Springs 2 * 49427-2 2 * B354 2 *B354 2 * 5063 2 * 5063 2 * B354 4 * B354 4 * B354 k_(empty) 22414 2741427088 26496 24253 17326 18952 22194 k_(loaded) 25197 27414 28943 2742324253 27177 28247 24664 Solid 103,034 105,572 105,347 107,408 96,73598,773 107,063 97,970 H_(Empty) 10.3504 9.9898 9.8558 10.0925 10.07219.9523 10.0583 10.0707 H_(Loaded) 7.9886 7.9562 7.8748 8.0226 7.77347.7181 7.9679 7.8033 k_(w) 4328 3872 3872 2954 2954 6118 7744 7744k_(w)/k_(loaded) 17.18 14.12 13.38 10.77 12.18 22.51 27.42 31.40 Wedge α45 32 32 37.5 37.5 45 40 45 F_(D) (down) 1549 3291 3291 1711 1711 23922455 2522 F_(D) (up) 1515 1742 1742 1202 1202 2080 2741 2079 Total F_(D)3064 5033 5033 2913 2913 4472 5196 4601

In Table 3, the Main Spring entry has the format of the quantity ofsprings, followed by the type of spring. For example, the ASF SuperService Ride Master, in one embodiment, has 7 springs of the D5 Outertype, 7 springs of the D5 Inner type, nested inside the D5 Outers, and 2springs of the D6A Inner-Inner type, nested within the D5 Inners of themiddle row (i.e., the row along the bolster centerline). It also has 2side springs of the 5052 Outer type, and 2 springs of the 5063 Innertype nested inside the 5062 Outers. The side springs would be the middleelements of the side rows underneath centrally mounted damper wedges.

-   -   k_(empty) refers to the overall spring rate of the group in        lbs/in for a light (i.e., empty) car.    -   k_(loaded) refers to the spring rate of the group in lbs/in., in        the fully laded condition.    -   “Solid” refers to the limit, in lbs, when the springs are        compressed to the solid condition    -   H_(Empty) refers to the height of the springs in the light car        condition    -   H_(Loaded) refers to the height of the springs in the at rest        fully loaded condition    -   k_(w) refers to the overall spring rate of the springs under the        dampers.    -   k_(W)/k_(loaded) gives the ratio of the spring rate of the        springs under the dampers to the total spring rate of the group,        in the loaded condition, as a percentage.    -   The wedge angle is the primary angle of the wedge, expressed in        degrees.    -   F_(D) is the friction force on the sideframe column. It is given        in the upward and downward directions, with the last row giving        the total when the upward and downward amounts are added        together.

In various embodiments of trucks, such as truck 22, the resilientinterface between each sideframe and the end of the truck bolsterassociated therewith may include a four cornered damper arrangement anda 3×3 spring group having one of the spring groupings set forth inTable 1. Those groupings may have wedges having primary angles lying inthe range of 30 to 60 degrees, or more narrowly in the range of 35 to 55degrees, more narrowly still in the range 40 to 50 degrees, or may bechosen from the set of angles of 32, 36, 40 or 45 degrees. The wedgesmay have steel surfaces, or may have friction modified surfaces, such asnon-metallic surfaces.

The combination of wedges and side springs may be such as to give aspring rate under the side springs that is 20% or more of the totalspring rate of the spring groups. It may be in the range of 20 to 30% ofthe total spring rate. In some embodiments the combination of wedges andside springs may be such as to give a total friction force for thedampers in the group, for a fully laden car, when the bolster is movingdownward, that is less than 3000 lbs. In other embodiments thearithmetic sum of the upward and downward friction forces of the dampersin the group is less than 5500 lbs.

In some embodiments in which steel faced dampers are used, the sum ofthe magnitudes of the upward and downward friction forces may be in therange of 4000 to 5000 lbs. In some embodiments, the magnitude of thefriction force when the bolster is moving upward may be in the range of2/3 to 3/2 of the magnitude of the friction force when the bolster ismoving downward. In some embodiments, the ratio of Fd(Up)/Fd(Down) maylie in the range of 3/4 to 5/4. In some embodiments the ratio ofFd(Up)/Fd(Down) may lie in the range of 4/5 to 6/5, and in someembodiments the magnitudes may be substantially equal.

In some embodiments in which non-metallic friction surfaces are used,the sum of the magnitudes of the upward and downward friction force maybe in the range of 4000 to 5500 lbs. In some embodiments, the magnitudeof the friction force when the bolster is moving up, Fd(Up), to themagnitude of the friction force when the bolster is moving down,Fd(Down) may be in the range of 3/4 to 5/4, may be in the range of 0.85to 1.15. Further, those wedges may employ a secondary angle, and thesecondary angle may be in the range of about 5 to 15 degrees.

Nos. 1 and 2

The inventors consider the combinations of parameters listed in Table 3under the columns No. 1 and No. 2, to be advantageous. No. 1 may employwith steel on steel damper wedges and sideframe columns. No. 2 mayemploy non-metallic friction surfaces, that may tend not to exhibitstick-slip behaviour, for which the resultant static and dynamicfriction coefficients are substantially equal. The friction coefficientsof the friction face on the sideframe column may be about 0.3. The slopesurfaces of the wedges may also work on a non-metallic bearing surfaceand may also tend not to exhibit stick slip behaviour. The coefficientsof static and dynamic friction on the slope face may also besubstantially equal, and may be about 0.2. Those wedges may have asecondary angle, and that secondary angle may be about 10 degrees.

No. 3

In some embodiments there may be a 2:3:2 spring group layout. In thislayout the damper springs may be located in a four cornered arrangementin which each pair of damper springs is not separated by an intermediatemain spring coil, and may sit side-by-side, whether the dampers arecheek-to-cheek or separated by a partition or intervening block. Theremay be three main spring coils, arranged on the longitudinal centrelineof the bolster. The springs may be non-standard springs, and may includeouter, inner, and inner-inner springs identified respectively as D5 1-O,D61-I, and D61-A in Tables 1, 2 and 3 above. The No. 3 layout mayinclude wedges that have a steel-on-steel friction interface in whichthe kinematic friction co-efficient on the vertical face may be in therange of 0.30 to 0.40, and may be about 0.38, and the kinematic frictionco-efficient on the slope face may be in the range of 0.12 to 0.20, andmay be about 0.15. The wedge angle may be in the range of 45 to 60degrees, and may be about 50 to 55 degrees. In the event that 50 (+/−)degree wedges are chosen, the upward and downward friction forces may beabout equal (i.e., within about 10% of the mean), and may have a sum inthe range of about 4600 to about 4800 lbs, which sum may be about 4700lbs (+/−50). In the event that 55 degree (+/−) wedges are chosen, theupward and downward friction forces may again be substantially equal(within 10% of the mean), and may have a sum on the range of 3700 to4100 Lbs, which sum may be about 3850-3900 lbs.

Alternatively, in other embodiments employing a 2:3:2 spring layout,non-metallic wedges may be employed. Those wedges may have a verticalface to sideframe column co-efficient of kinematic friction in the rangeof 0.25 to 0.35, and which may be about 0.30. The slope faceco-efficient of kinematic friction may be in the range of 0.08 to 0.15,and may be about 0.10. A wedge angle of between about 35 and about 50degrees may be employed. It may be that the wedge angles lie in therange of about 40 to about 45 degrees. In one embodiment in which thewedge angle is about 40 degrees, the upward and downward kinematicfriction forces may have magnitudes that are each within about 20% oftheir average value, and whose sum may lie in the range of about 5400 toabout 5800 lbs, and which may be about 5600 lbs (+/−100). In anotherembodiment in which the wedge angle is about 45 degrees, the magnitudesof each of the upward and downward forces of kinematic friction may bewithin 20% of their averaged value, and whose sum may lie in the rangeof about 440 to about 4800 lbs, and may be about 4600 lbs (+/−100).

Combinations and Permutations

The present description recites many examples of dampers and bearingadapter arrangements. Not all of the features need be present at onetime, and various optional combinations can be made. As such, thefeatures of the embodiments of several of the various figures may bemixed and matched, without departing from the spirit or scope of theinvention. For the purpose of avoiding redundant description, it will beunderstood that the various damper configurations can be used withspring groups of a 2×4, 3×3, 3:2:3, 2:3:2, 3×5 or other arrangement.Similarly, several variations of bearing to pedestal seat adapterinterface arrangements have been described and illustrated. There are alarge number of possible combinations and permutations of damperarrangements and bearing adapter arrangements. In that light, it may beunderstood that the various features can be combined, without furthermultiplication of drawings and description.

The various embodiments described herein may employ self-steeringapparatus in combination with dampers that may tend to exhibit little orno stick-slip. They may employ a “Pennsy” pad, or other elastomeric padarrangement, for providing self-steering. Alternatively, they may employa bi-directional rocking apparatus, which may include a rocker having abearing surface formed on a compound curve of which several exampleshave been illustrated and described herein. Further still, the variousembodiments described herein may employ a four cornered damper wedgearrangement, which may include bearing surfaces of a non-stick-slipnature, in combination with a self steering apparatus, and in particulara bi-directional rocking self-steering apparatus, such as a compoundcurved rocker.

In the various embodiments of trucks herein, the gibs may be shownmounted to the bolster inboard and outboard of the wear plates on theside frame columns. In the embodiments shown herein, the clearancebetween the gibs and the side plates is desirably sufficient to permit amotion allowance of at least ¾″ of lateral travel of the truck bolsterrelative to the wheels to either side of neutral, advantageously permitsgreater than 1 inch of travel to either side of neutral, and may permittravel in the range of about 1 or 1⅛″ to about 1⅝″ or 1 9/16″ inches toeither side of neutral.

The inventors presently favour embodiments having a combination of abi-directional compound curvature rocker surface, a four cornered damperarrangement in which the dampers are provided with friction linings thatmay tend to exhibit little or no stick-slip behaviour, and may have aslope face with a relatively low friction bearing surface. However,there are many possible combinations and permutations of the features ofthe examples shown herein. In general it is thought that a self draininggeometry may be preferable over one in which a hollow is formed and forwhich a drain hole may be required.

In each of the trucks shown and described herein, the overall ridequality may depend on the inter-relation of the spring group layout andphysical properties, or the damper layout and properties, or both, incombination with the dynamic properties of the bearing adapter topedestal seat interface assembly. It may be advantageous for the lateralstiffness of the sideframe acting as a pendulum to be less than thelateral stiffness of the spring group in shear. In rail road cars having110 ton trucks, one embodiment may employ trucks having vertical springgroup stiffnesses in the range of 16,000 lbs/inch to 36,000 lbs/inch incombination with an embodiment of bi-directional bearing adapter topedestal seat interface assemblies as shown and described herein. Inanother embodiment, the vertical stiffness of the spring group may beless than 12,000 lbs./in per spring group, with a horizontal shearstiffness of less than 6000 lbs./in.

The double damper arrangements shown above can also be varied to includeany of the four types of damper installation indicated at page 715 inthe 1997 Car and Locomotive Cyclopedia, whose information isincorporated herein by reference, with appropriate structural changesfor doubled dampers, with each damper being sprung on an individualspring. That is, while inclined surface bolster pockets and inclinedwedges seated on the main springs have been shown and described, thefriction blocks could be in a horizontal, spring biased installation ina pocket in the bolster itself, and seated on independent springs ratherthan the main springs. Alternatively, it is possible to mount frictionwedges in the sideframes, in either an upward orientation or a downwardorientation.

The embodiments of trucks shown and described herein may vary in theirsuitability for different types of service. Truck performance can varysignificantly based on the loading expected, the wheelbase, springstiffnesses, spring layout, pendulum geometry, damper layout and dampergeometry.

Various embodiments of the invention have been described in detail.Since changes in and or additions to the above-described best mode maybe made without departing from the nature, spirit or scope of theinvention, the invention is not to be limited to those details but onlyby the appended claims.

1. (canceled)
 2. A resilient pad for seating between a bearing adapterand a pedestal seat of a rail road car truck, the bearing adapter havingends for placement between sideframe pedestal jaws, the rail road cartruck having a rolling contact rocker interface between the bearingadapter and the pedestal seat, wherein said resilient pad comprises: afirst portion for placement overlying an upper surface of the bearingadapter; at least one indexing member operable to discourage shifting ofsaid first portion relative to said upper surface; said first portionhaving a relief formed therethrough, said relief forming anaccommodation for members of the truck defining the rolling contactinterface.
 3. The resilient pad of claim 2 wherein said pad includes atleast one second portion, said at least one second portion dependingfrom an end of said first portion, said at least one second portionbeing formed to seat between an end of the bearing adapter and thepedestal jaw associated therewith, said at least one second portiondefining at least part of said at least one indexing member.
 4. Theresilient pad of claim 3 wherein said pad includes a third portiondepending from an other end of said first portion, said third portionbeing formed to seat between the other end of the bearing adapter andthe pedestal jaw associated with that other end of the bearing adapter,said third portion defining at least a portion of said at least oneindexing member.
 5. The resilient pad of claim 2 wherein said pad hasthe general form of one of (a) a Lord Corporation elastomeric passivesteering pad, and said relief is a hole formed through said passivesteering pad; and (b) a Pennsy Corporation elastomeric passive steeringpad, and said relief is a hole formed through said passive steering pad.6. The resilient pad of claim 2 wherein said pad is made from one of (a)a polyurethane; (b) rubber; and (c) rubber-like material.
 7. Acombination of the resilient pad of claim 2 and a rocker insert, saidrocker insert having a size corresponding to said relief.
 8. Thecombination of claim 7 wherein said rocker insert has an arcuatesurface, and said arcuate surface has one of (a) a fore-and-aftcurvature; (b) a transverse curvature; and (c) both a fore-and-aftcurvature and a transverse curvature.
 9. A combination of the resilientpad of claim 2 and the bearing adapter, the bearing adapter having anarcuate surface for rocking engagement with the pedestal seat.
 10. Thecombination of claim 9 wherein said arcuate surface has one of (a) afore-and-aft curvature; (b) a transverse curvature; and (c) both afore-and-aft curvature and a transverse curvature.
 11. The combinationof the resilient pad of claim 2 for seating on the bearing adapter, anda pedestal seat roof liner for installation in the pedestal seat withwhich the bearing adapter mates.
 12. The combination of the resilientpad of claim 2, a pedestal seat roof liner, and one of (a) the bearingadapter having an arcuate surface for rolling contact engagement withthe pedestal seat roof liner; and (b) an insert for the bearing adapter,said insert having a surface having an arcuate surface for rollingcontact engagement with the pedestal seat roof liner.
 13. A combinationof the resilient pad of claim 2 and a set of damper wedges for a railroad car truck, said set of dampers including eight dampers in a truckset.
 14. A combination of the resilient pad of claim 2 and a set ofdamper wedges for a rail road car truck, said damper wedges includingwedges having at least one non-metallic friction face.
 15. A combinationof the resilient pad of claim 2 and a set of damper wedges for a railroad car truck, said damper wedges including at least one non-stick slipdamper wedge.
 16. A combination of the resilient pad of claim 2 and aset of damper wedges for a rail road car truck, said damper wedgeshaving primary damper wedge angles of greater than 35 degrees.
 17. Acombination of the resilient pad of claim 2 and a set of dampers for arail road car truck, said dampers having a primary damper angle yieldingin operation an up force, and a down force, said up force being in therange of 2/3 to 3/2 of said down force.
 18. A combination of theresilient pad of claim 2 and a set of damper wedges, said damper wedgeshaving a friction face for mating frictional sliding engagement with abearing face of said truck, said friction face having a coefficient ofstatic friction and a coefficient of dynamic friction, said coefficientsof friction being within 20% of each other.
 19. The combination of theresilient pad of claim 2 and a truck bolster, the truck bolster havingdamper pockets formed therein, at least one end of said bolster havinginboard and outboard damper pockets.
 20. The combination of theresilient pad of claim 2 and a truck bolster, the truck bolster havingfour damper pockets at each end thereof.
 21. The combination of theresilient pad of claim 2, a truck set of dampers that includes eightdampers, said dampers having primary wedge angles of 35 to 55 degrees,said dampers yielding, in operation, an up force and a down force, saidup force being in the range of 2/3 to 3/2 of said down force, and one of(a) a rocker insert, said rocker insert having a size corresponding tosaid relief and an arcuate rocking surface; (b) a pedestal seat rooffitting having an arcuate rocking surface; and (c) a bearing adapterhaving an arcuate rocking surface; and said arcuate rocking surfaceincluding one of (i) a fore-and-aft curvature; (ii) a transversecurvature; and (iii) both a fore-and-aft curvature and a transversecurvature.
 22. A rail road car truck comprising: a truck bolster mountedtransversely between a pair of sideframes, said sideframes being mountedon wheelsets, each sideframe having sideframe pedestals, and eachwheelset having axle bearings mounted in said sideframe pedestals, andbearing adapters mounted on said bearings; an elastomeric pad membermounted to overlie at least a portion of said bearing adapter betweensaid bearing adapter and a sideframe pedestal roof, and dampers mountedto work between said truck bolster and said sideframes, said dampersincluding independently sprung transversely inboard and transverselyoutboard dampers.
 23. The rail road car truck of claim 22 wherein saidelastomeric pad member is a passive self steering pad.
 24. The resilientpad of claim 22 wherein said pad includes at least one end portionformed to seat between an end of the bearing adapter and a sideframepedestal jaw associated therewith.
 25. The rail road car truck of claim22 wherein said elastomeric pad member is one of (a) a Lord Corporationelastomeric passive steering pad; and (b) a Pennsy Corporationelastomeric passive steering pad.
 26. The rail road car truck of claim22 wherein said pad is made from one of (a) a polyurethane; (b) rubber;and (c) rubber-like material.
 27. The rail road car truck of claim 22wherein said truck includes rocker members working on a rockinginterface located between one of said pedestals and a corresponding oneof said bearing adapters, and said resilient pad has a relief formedtherein to accommodate those co-operating rocker members.
 28. The railroad car truck of claim 27, wherein said rocker members include one of(a) a rocker insert, said rocker insert having a size corresponding tosaid relief and an arcuate rocking surface; (b) a pedestal seat rooffitting having an arcuate rocking surface; and (c) a bearing adapterhaving an arcuate rocking surface.
 29. The rail road car truck of claim28 wherein said arcuate rocking surface includes one of (i) afore-and-aft curvature; (ii) a transverse curvature; and (iii) both afore-and-aft curvature and a transverse curvature.
 30. The rail road cartruck of claim 22 wherein said truck has pedestal seat roof liners. 31.The rail road car truck of claim 22 wherein said truck bolster has fourdamper pockets at each end thereof.
 32. The rail road car truck of claim31 wherein said damper pockets have both primary and secondary wedgeangles.
 33. The rail road car truck of claim 22 wherein a truck set ofsaid dampers includes eight dampers.
 34. The rail road car truck ofclaim 22 and said dampers include damper wedges having at least onenon-metallic friction face.
 35. The rail road car truck of claim 22wherein said dampers include a set of damper wedges, said damper wedgesincluding at least one non-stick slip damper wedge.
 36. The rail roadcar truck of claim 22 and a set of damper wedges for a rail road cartruck, said damper wedges having primary damper wedge angles of greaterthan 35 degrees.
 37. The rail road car truck of claim 22 and a set ofsaid dampers for a rail road car truck, said dampers having a primarydamper angle yielding in operation an up force, and a down force, saidup force being in the range of 2/3 to 3/2 of said down force.
 38. Therail road car truck of claim 37 wherein the down force when the bolsteris moving downward is less than 3000 lbs.
 39. The rail road car truck ofclaim 22 and a set of damper wedges, said damper wedges having afriction face for mating frictional sliding engagement with a bearingface of said truck, said friction face having a coefficient of staticfriction and a coefficient of dynamic friction, said coefficients offriction being within 20% of each other.
 40. The rail road car truck ofclaim 22 wherein said truck has an AAR rating of one of (a) 70 tonspecial; (b) 70 ton; (c) 100 ton; (d) 110; and (e) 125 ton.
 41. The railroad car truck of claim 22 wherein said truck has a range of lateraltravel governed by bolster gibs, and said bolster gibs are spaced topermit at least 1⅛ inches of lateral travel of said bolster relative tosaid sideframes to either side of a neutral position.
 42. The rail roadcar truck of claim 22 wherein said sideframes are mounted to swing onlateral rocking elements as a pendulum, and said sideframes have asideways swinging pendulum stiffness in the range of 0.95 to 2.6inch-pounds per radian per pound of weight borne by the pendulum. 43.The rail road car truck of claim 22 wherein said bolster is mounted onrespective spring sets in said sideframes, the bolster having an upperspring seat and the sideframes each having a lower spring seat, and saidsideframes have a sideways swinging pendulum stiffness in the range of0.08 to 0.2 pounds per inch of lateral deflection at the lower springseat per pound of weight borne by the pendulum.
 44. The rail road cartruck of claim 22 wherein: said bolster is mounted on respective springsets in said sideframes, the bolster having an upper spring seat and thesideframes each having a lower spring seat; the spring sets have alateral shear stiffness; each of said sideframes has a sideways swingingpendulum stiffness; and the lateral shear stiffness of the spring setsis greater than the sideways swinging pendulum stiffness when the truckis loaded to its rated gross weight on rail.